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Home My WebLink About2519 LEVANTE ST; ; 83-402; Permit0, ihereby affirm that i'am licensed under 19 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In IC full force and effect. Lic. No - Class 0 0 - - I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code Any city or County which re- quires a permit to construct, alter, improve, demolish, or repair any strocture, prior to its Issuance also requires tIle ap- plicant for such permit to fife a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penalty of not more than five hun- dred dollars ($500). - 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does 5 • not apply to an owner of property who builds or improves m thereon and who does such work himself or through his own employees, provided that such improvements are not intend- - W ed or offered for sale. - If, however, the building or improve- Z ment is sold within one year of completion,- the owner-builder will have the burden of proving that he did not build or im- /pro .i the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to Construct the project (Sec. 7044, Business and' Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im- proves thereon, and who Contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). As a homeowner lam improving my home, and the follow- - mg cenditions exist: ...The work is being performed prior to sale. - 2. I have fined in my home for twelve months prior to completion of this work. 3. last not claimed this exemption during the fast three years. 0 tam exempt under Sec. , B & P.C. for this reason 7 4 U) Z Ui III. - 0 I hereby affirm that I have a certificate of consent to sellrnsure, or a certificate of Workers Compensation fnsurance, or a certified copy thereof (Sec 3800. Labor Code). POLICY NO. COMPANY Q Copy is filed with the city. 0 Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM 0 WORKERS COMPENSATION INSURANCE - . .(This section need not be completed if the permit ( - , is for one hundred dollars ($100) or less) uA Cr 0 i certify that in the performance of the work for . which this permit is issued. I stratI not employ any person in any manner so as to become Subject 10 the Workers' Compensation Laws of California NOTICE TO APPLICANT it. after rrnakin3 this Certi Ircate of Enemption, you should become subject to I the Workers' Compensation provisions of the Labor Code, you must -forthwith comply with such provisions or this permit shall be deemed revoked I '-I 0 I hereby affirm that there is a Construction ( ( lending agency for the performance of the work 10, uJ which this permit is issued (Sec 3097, Civil Code) UA Lender s Name L - Lender's Address -j 'a) Z 0 I- 4 4 -J C) Ui 0 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - .. CARLSBAD BUILDING DEPARTMENT ' •. APPLICATION'& PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 0B ADDRESS , AV ST.RD NEAREST CR(i5I7 T hAil- TI ABEL I 'ATi N BUSINESS LICENSE S VALUATION PERMIT NUMBER / I 9LI. ... LOT I BLOC 8DLuSoDN I ESSORPARCELNO 77J — CON I HALt OH CONTRACTORS OWNLRSNAME ' OWNE R'S PHONE CONTRACTOR'S ADDRESS LICENSE NO. PLAN I.D.4k BLDG USE CODE (_,•, OVVNER'SMALIINOADDRESS , LICENSE B STANDARD PLAN 4k BUILDING SO. FOOTAGE ,DESIGNER 2 /6 7/ -- DESCRIPTION OF WORK S - - DESIGNER'S SODRESS DESIGNER'S PHONE - P/P FLR ELEV. I NO 0 P EDU STOEIIES 4 - vD ND ' CENSUS TRACT GP LAND uSE' PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT ' TY E 0CC LOAD I FIRE SPA I' -'I AREA il 7? g / nO ND ' YD YO 14 Not Valid Unless Machine Certified QTY. PLUMBING PERMIT - ISSUE - QTY MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACH. FIXTURE TRAP INSTALL URN._ DUCTS _UP_TO_100,000_BTU — BUILDING PERMIT 01-00-00-8220 / EACH!BUILDINGSEWER , OVER 100,000 BTU - . . . -. SIGN PERMIT. ----—.01-00-00-8221 - lIZ EACH WATER HEATER AND/OR VENT. ( BOILER/COMPRESSOR UP TO 3 HP ' . PLAN CHECK 01-00-00-8806 3t%J"zl I EACH GAS SYSTEM 1T04 OUTLETS BOILER/COMPRESSOR 3.15 HP . 'TOTAL PLUMBING 01-00-00-8222 J'C. 1040 - 'EACH GAS SYSTEMS OR MORE - . . . METAL FIREPLACE - 01-00-00-8223- -- . EACH INSTAL., ALTER, REPAIR WATER PIPE - ... VENT FAN SINGLE DUCT r - ' ' ELECTRICAL - .-. MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER . MECH EXHAUST - HOOD/DUCTS . . . MOBILEHOME - - 01-00-00-8225 WATERSOETNER -. ., RELOCATION OFEAFURNACE/HEATER J _ MOBILEHOME.PARK_ INSP. - - _- EACH ROOF DRAIN (INSIDE) , ,r SOLAR 01-00-00-8226 TOTAL MECHANICAL = I ' - _ 'STRONGMOTION 80-92-33-051 9'If,_4 TOTALPLUMBING .iZ...1,c FIRESPRINKLERS 01-00-00-8227 PUBLIC FACILITIES FEE 32-00-00-8933 _ QTY. ELECTRICAL PERMIT - ISSUE 5. QTY. SOLAR -ISSUE - FEE - NEW..CONSTEAAMP/SWT!BKR ) \fb_ COLLECTORS - SCHOOLFEE -DISTRICT 1PH -.,3PH - . STORAGE TANKS - Carlsbad _80-92-21-0519 EXIST 8LDG EAAMP/SWTIBKR _ ROCK STORAGE Encinitas 80-92-22-0519 Al _ _ :s1 PH' 3PH . PUMP PLAN CHECK FEE ,.ô./t..rii•r9' San DIe 'uIlo 80-92-23-0519 fS7O- !,2... / 'REMOOEL,ALTER PER CIRCUIT . . . San _Marcos 80-92-24-0519 - TEMP POLE -200 AMPS - • ,.- I - - . '-- . , .- - ' - - - OVER iOU AMPS •. , , ' LICENSE TAX O1-00-0O-8162' TEMP OCCUPANCY (30 DAYS) . , -_: - ' .. CREDIT DEPOSIT qj 9 TOTAL ELECTRICAL 'r -, - • TOTAL FEES PAYABLE — I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND FERMI I AND DO HEKEBY Eupiralios. [.ery perrrsi SSund by the building OIl-Wa) under the provisions of this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code sha)I'expire by limitation and become null and void If the building or work 50" authorized by such permit is not comrrre7rced within 180 days from the dialect such DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUFDi TO COMPLY WITH ALL CITY COUNJY AND STATE LAWS GOVERNING BUILDING CON abandoned g.waJter the work, cv or a 180 day5 STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS A~N~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE NE 0 GRANTING OF THIS PERMIr 1 TYPE DATE INSPECTOR BUILDING FOUNDATION 02 REINFORCED STEEL MASQN- 41 GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING El ROOF El SHEAR FRAME 4/4/ili K EXTERIOR LATH INSULATION \4 _- INTERIOR LATH & DRYWALL '_______ PLUMBING SEWER AND BUCO DPLICO UNDERGROUND El WASTE El VATER TOP OUT El WASTE El WATER TUB AND SHOWER PAN GAS TEST s/2/F4 D WATER HEATER D SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC ELECTRIC SERVICE El TEMPOARY / El BONDING El POOL MECHANICAL El DUCT & PLEM., 0 REF. PIPING 7" HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL It ITEMS ABO FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS V FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ. IF INSPECTORS I NSPCTI ON CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MAScNRy. To: flflE, PLANMN. NGINEERING FINAL INSPE PILES CAISSONS Date 30 -z c/ Address _ Plan# Type of Construction _P Person to Contact Ph. No. Remarks: Date Approval -- -k4 INSPECTOR'S INSPECTORS NOTES 142I4€D Z1/J€i#- Je'C16W0 - 4/e6i' ,t 341 /iHIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN 4CONFORMANÔE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: SITE ADDRESS: EXTERIOR WALLS Manufacturer1eik in Jeed Thickness/Type 3'/z R/Value CEILINGS Batts: ,Manufacturer r-+ 1 n jeeo( Thickue.G)'2 R/ Value I GENERAL CONTRACTOR: LIC.#______________ BY TITLE DATE INSULATION CONTRACTOR: SUN WEST INSULATION LIC .# 44672 Bfl Jo 0 J) TITLE LJOIQ DATE JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 FEBRUARY 21, 1984 TEL. (619) 743-8808 CARLOS AGULAR 2519 LE VANTE LA COSTA, CA cr- i TO WHOM IT MAY CONCERN: THIS IS TO VERIFY THAT I HAVE CHECKED THE FOUNDATION SOILS CONDITIONS AT LOT 2519 LE VANTE, LA COSTA. I HEREBY CERTIFY THE MOISTURE CONDITIONS FULLY MEET THE PRELIMINARY SOILS REPORT REQUIREMENTS TO BE WITHIN 3% OVER OPTIMUM MOISTURE. THIS APPLIES TO NORTHWEST PARTIAL AND LOWER FOOTING POUR WITH #4 BAR HOOKS AT 6' ON CENTER PROVIDED TO BOND THE UPPER SLAB POUR. ALL REINFORCEMENT STEEL SHOULD BE CLEAN. ;JOHN E. VERNON R.C.E. 21121 JV/DL PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING . SOILS TESTING . SURVEY ING - 1 - MILL SHEET No. : 844)S772 41213*I0G/( csQDrR4122r' INVOICE No. .. -. NAME OF ARTICLE: ReLnfotront SPE:CTJO CE RT1FICA'T E SPECIFICATION ASI11 A 615 .' - .f DONGKH!flEEL MILL CO., LTD. CONTRACT No Ia) 0399 y SUPPLIER Dong kuk Steel Mill Co., LTD USAII"*OtKS CUSTOMER Sh DESCRIPTION :. bRAM 40 DATE: Tc. 24, 19R4 Hoot - Size t..n inch) No of Weight Test ________Chemical C sri ——T - Compositin % Tension Test T_5YP - Bend Test Remarks Diox Length No B/D lnKgs. No. x 100 x 100 x 100 x lOOC 1000 Psi Psi Elon% (180'C) 434437 4/11" x 20' 1-68 61.81 23 0 'U 27 37 7.368 48.927 24.2 Good 5D2219A/U 43-4.434 4/8'x 20' 69-145 69.99 20 IJ 51 25 .32 73.1 74 46.509 26.2 146-216 64, 539 73 It 59 .32 40 - 78,653 40.972 24.4 43-4440 4/8 x 20' 43-4370 418'x 20' 217-207 64.53 19 14 '2 31 39 73.000 46,007 47,931 27.3 43-4372 4/0" x 20' 2133-340 55,44 22 6 413 26 23 77.07 26.8 43-4442 434444 4/8" x 20 4/8' x 20 349-424 425e498 6908 67.261, 2 S i '(3 2 39 47 ttU,7l6 78.004/1)M215 't1i8 I4.i 78,15N) A4.6 4I40 4/8" x 20' 499-525 24,4 '23 9 58 20 17 43446 4/0" x 20' 1-75 6d.171 20 19 68 31 31 - 76,377 462 /754 22.3 2.1.4 19.2 - -- U ,, U S ilAI 264— V2569-2378 U 43iè4445 4/8" t 20' 1-76 70.90 24 17 67 32 38. 79.079 79.506 81.640 60.186 49.496 49,711 53.056 50.349 43i'4447 4/8" * 70' 79-148 63.631 24 15 70 27 30 37 32 . 41U4368 4/8" x 20' 149-230 74,531 26 11 9 50 52 43-4436 4/8" x 20' 231-230 0,18i 26 30 34 20.6 - U 1350 LVD T12, .i0 Iqu . . . We hereby certify that the material herein has been made and tested In 0cc- or dance with the above above the above satisfaction and aiso arbor with the reqniremtnts called for Chief of paitiff Surveyor to U., DS-H-61-pa-3 DONGKUK STEEL MILL CO.. LTD. A4(250x 153) MILL SHEET No. : 12i3-dWG.P No. 84-Dc-714 INVOICE LM1841221F ..j NAME OF ARTICLE: d Bar 1 flt INSPECT, , . 41 CERTIFICATE SPECIFICATION CONTRACT No - A.91f A613 133-0117 -- DONGKTIiEL JILL CO., qp LTD. SUPPLIER Dong kuk Steel Mill Co ,LTD - CUSTOMER : lE KI1 SA '' DESCRIPTION : 4 DATE: tsc. 24, 1984 Heat Size kin inch) Ci1ICompositin% Tension Test Bend No No. of Weight Test C 5i Mn P S T-5 Y. I! EI on, . Test Remarks DiaxLength BID inKgs. No. x 100 x 100 x 100 x jQQi x 100( Psi Psi (180°C) 43-4472 3/8 1 20' 1-72 69.376 24 17 67 33 42 - 79.364 49.353 23.3 Good 43-4478 3/8w 3/8w a 20' a 20' 73-159 75.364 24 12 59 33 47 78,910 48.642 23.9 " 23.7 43-4473 156-216 55388 23 11 90 33 40 - - 70,226 48.073 44475 3/8W a 20° 1-22 19,976 23 11 50 33 40 78,226 48,073 23.7 ;022I8VE 3/8" x 20' 23-106 76,272 26 10 40 37 45 80,706 A 29.6 " 43-4480 43-4434 3/8"x20' 107-125 19.364 49.211 - ' 64020WC C 3/8" a 20' 1-73 68,100 24 '9" 37! 39 4T34 3/8" a 20' 1-75 68,100 23 19 74 34 3 - 78,79 41,073 VIA 1200 j/pW l20! -- 76-125 - _22_ JL_ 51_ _21 .J.L,. .L._ -- 7Jl 41..50t 2 3/a' x 20' 1-88 79,904 _____ Jj_ 2L. JL i.D fQ_ 39 3L. A2-41-.- L_. -14. - 1 Q1 60.92t. 45,)7J MALL 27,6 - /2349-2568 3/8" a 20' E154_ 59 928 - 41--A442— 3J8" z 20' 1SS-22 fi2 .2.4_ fl_ j_ .Jl fl_ 7q-222 49496 23...4.._ 4144011 Va" 20' 224-4Q 6L.flflfl J.L... in 35_ fl 211. - - 1I.9.6E 4.522 ..20.1 SLIB TO1'AL 840 WD 762.7 ?0 Kgs We hereby certify that the material herein has been made and tested in 0cc- or dance with the above satisfaction and aiso with the reqnirements collud for the above above arbor chief of Insp __e__ctIo__n Surveyor to II ps-H-01-r3-3 DONGKUK STEEL MILL CO.. LTD. A4(250)c 353) ESGIL CORPORATION 9820 CHESAPEAKE I)IL, SUITE 122 SAN 1)IEGO, ('A 92128 (619) 00-146M 93- Z;Ooz 7/ 7 PL/97J5 111 /2L 51 ) I TI?1 7718 OIJ cI1EI? APPLICANT COPY 0 PLAN CHECKER COPY Cttp at Cartbab Y1L (2LPozr JURISDICTION: DATE___________ PROJECT ADDRESS: TO: C ubmit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopss and approximate finish floor elevations for all structures and show elevations at all corners. S.C. 302(b)7. k'indicat. distance from center-line of street or alley to property line and distance from curb to property line. Sec. 302(b)7 specifications and calculations shall '11-1<1be signed by a California State licensed engineer or architect. (California Business and Professions Code) B. FIRE PROTECTION PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. - '9-62 .... Date plans received by jurisdiction Z6_?//3 7 11 ate plans received by plan checker'V'L-' "'O'n Date initial plan check completed -le by______ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code. National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections eased on-laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec. 303 (C). 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: j3. J37 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. nd.cate on plans the name of the legal owner and name of person responsible for the preparation of the plans. Sec. 302(b) Walls closer than 3 feet to property lines shall be one-hour fire-rated construction. have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) ,,J.2f'i'roiections. including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) l4r'i'rejections. including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3 setback area from the property tin.. Sec. 1710 S Show location of permanently wired *make .- detector.. Sec. 1210 C. ROOM SIZES. LIGHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) 'lfabitab1e rooms, other than kitchens, shall / contain at least 70 square feet of floor area. Sec. 1207(b) 37(Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in 0penab1e window area must be 1/20 of the / floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (Sec.1205(a) 9'i3ne-ha1f of all required window area must be Openable in 30. Provide mechanical ventilation capable of providing five air changes per hour i bathrooms, water closet compartments laundry rooms and similar rooms if required wi are not provided. Sec. 1205(a) No habitable room, other than a kitchen, / shall be less than 7'0" in any dimension. Sec. 1207(c) Show that ceiling height for habitable rooms is a minimum of 7.'6'. See. 1207(a) Show ceiling height for Laundry rooms, Handrails shall satisfy the following: hallways, corridors, and bathrooms is a Provide handrail for stairways over 30 minimum of 7'0. Sec. 1207(a) high when serving a single dwelling. 3/ Provide 30 clear width for water closet Title 24, Sec. ?25-22(b) Handrail shall be 30 to 34 above the / compartments and 24 clearance in front /3 ./P_ nosing of treads. See. 3305(j) of water closet. Sec. 1711(b) c. flandrail projecting from a wall shall /"ourpoaes. unless complying as an efficiency 3 io cooaing room shall be used for sleeping have a space net less than 1 l/2 between the wall and the handrail.The hand grip portion of handrail siii). pecify safety glazing for glazing in hazardous ____________ ' unit. Sec. 1208 inottiWFan 1/4"nor more than ocations such as glass doers, glazing Sec. 3305(j) (see adjacent to such doors and glazing adjacent - walking surfaces. Sic. 5406 Every stairway landing shall have a dimension. 37 Glazing in shower and tub enclosures measured in the direction of travel, at / (including windows) shall be tempered, least squat to the stairway width. / laminated or approved plastic. ,ec. 3305(g) Sec. 1711 (mgi . A door may open over a stairway landing ,,<steepiag rooms shall have a window or provLded the door, in any position, does exterior door for emergency exit. Sill not reduce the clear area of the landing, height shall not exceed 44" above the floor, in the direction of stairway travel, to The window must have an openable area of Less than one-half the required width of at least 5.7 square feet with the minimum / h's stairway. Sec. 3305(g) openable width 20" and the minimum openable height 24", S.c. 1204 door nay open inward at the top step of 39/Eaves and cornices say not project into stairway provided the top step is not tore than 7 1/2. lower than the floor level. a required yard more than 2 inches for each c. 3303(1)2 f Ze open into the yard. Sec. 1206(d) ,,foot of yard width if required windows provide details of winding stairway. / 1/ 4(VA mezzanine is an intermediate floor and a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches may not have a floor area exceeding 33 1/3 from the side of the stairway. Mpercent of the total floor area in the room ow. and the mezzanine floor must have b. Maximum rise is 9 inches. a clear height of 7 feet, above and below, and m e. Minimum width is 30 inches. Sec. 3305(d) must have 65% of the long side open to the (see attached) room below. ('The loft you show does not comply a ,,V'ja. Minimum run is 7 1/2 inches at a point spiral stairway details: mezzanine floor and is. by Building Code definition, a story from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) o. rxrrs, STAIRWAYS. AND RAILINGS /'spiral stairways may not be used for required Floors above the second story shall have / exits when the area served is greater than ( not less than 2 exits. Sec. 3302(a) /400 sq. ft. Sec. 3305(f) Required exit doorways shalt be not less $1. Spiral stairways must have a clear walking than 36" in width and not less than 6'-8 / space of 26 inches between the column and i height, and shall be capable of opening handrail. Sec. 3305(f) / at Least 90 degrees. Sec. 3303(e) 58(Provide Z.C.B.0. Reasearch Report and Number ,4 7. Provide 36" high protective railing for ,/ for metal stairway, or submit plans and porches, balconies, and open sides of Landings calculations and approved fabricator Maximum opening between railings shall be registered with the Building Department Lass than 9". Sac, 1716 or note that the stairway fabrication shall 4/ approved fabrication plans. Sec. 306(a)48 Show how guardrail connection details are be dens under special inspection per the adequate to support 20 pounds per Lineal (/ Sec. 306(f) foot at a right angle to the top rail. 1able 23-3 . Zn buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all ,14"Prvid. stairway and landing details. / openings in the exterior wall below or within .e flOt(b) & (c) IO,feet horizontally of an exterior stair- -----------------------------------------A - - y. flu. aa .d&'J&,7aS,SaCV Maximum rise V and minimum run is /tairwaYs is exempt. Sec. 3305 Minimum head room is 61-6. 63. Exterior stairways shalt not project into minimum width is 30". ,/' the 3 foot setback from the property lines. a 8. $OOFING Specify roof pitch. Vol LIP Roof pitch is not adequate for r f type specified. Specify minimum pitch he walls and soffits of the enclosed usable 7 space underinterior stairs shall be protected - on the enclosed side as required for one-hour //ire-resistive construction. Sec. 3305(m) 4. Min.mum construction specifications shallf\ / be made a part of the approved plans. 7 /(See attached) .' Specify roof material and application. Specify I.C.3.0. approval number for roof /( /4. nateniais not covered in t3BC. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains ind overflows. Sec. 3207(a) Provide skylight details to show compliance with Sections 3401 and 3207 or provide ICBO approval number. Provide plastic roof panel details to show / compliance with Section 5206 or provide IC30 number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 501 of the required vent is at least 3 fast above ceiling joists. Sec. 3205(c) a. oasosx Provide fineplace construction details or not, construction to be per attached fireplace 7standard drawing. Sec. 3707 G. Show veneer support and connections comply with Sec. 3002. 4.5.6. and Sec. 2516(a) regarding ties and 09 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. So Show height and construction details of /,'all masonry walls. Chapter 24 9. Note that cleanout openings shall b.provided / at the bottom of all cells to be grout filled over 4 in a single pour. Cleanout shall be sealed before grouting, after inspection. ,Sec. 2415 Show floor and roof connections to masonry / walls. Connection shall resist 200 pounds / per lineal foot or the actual design load. /wh.chever is greater. Sec. 2310 Provide material specifications for mortar. / grout, masonry and reinforcing steel. / S-.c. 2403 I ,Show how masonry house walls retaining earth are to be waterproofed. Provide detail. /4. Note that special inspection of the masonry I will be required for__________________________ G. GARAGE AND CARPORTS JA30'Garage requires one-hour firs protection on the garage side of walls and ceiling common to the dwelling. Table 5-8 Sec.503(b) 1t'A11 elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sac. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with USC. Table 43-A, or be minimum 6' dimension beam and minimum 3 by 9' post. 10 . Show t 3/8' solid core self-closing deer / for openings between gang, and dwelling. Sec. 503(d) \ r9005 to Garages are net permitted to open into a room used for sleeping purposes. Sec. 1104 0pening5 between carport and residence requir. self-closing doors end stationary windows.Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage rent. Chapr 2 NOTE: Nina.mua p ywood aphzaqm ratio is 3 1/2 to 1 or 218. table 24-I 106 • Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage doss not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, Z.water d the door must not swing over the depressed v.l.(see 3303(i)2 and 3305 (g). ovide e 18 raised platforms for any FM). heater, or any other device which _4y generate a flame or spark. ]P1'. Note that continuous fire wall protection / shall be instilled behind raised platform(s) prior to framing platform. H. pOWATIOM R!QUXR1E1r!$ Note on plans that'A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction'. Sec.306(a)12. Submit soils classification determination . by a Licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 hf. Note on the plan the soils classification. 7 whether or not the soil is expansive, and ate the allowable bearing value. Sec. 122. he foundation plan does not comply with the soil report recommendation for this project I'44yi) S hO'.o (2ee C-te-Q ovt 12 . Provide notes on the foundation plan listing the soils report recãawtendations for foundations. slab and building pad preparation. Note on the foundation plan that Prior to the Contractor requesting a Building Department foundation inspection. thl - soils engineer shall advise the Building Official in writing that: the building pad was prepared in accor- dance with the soils report: the utility trenches have been properly backfillad and compacted, and: the foundation excavations, forming and reinforcement comply with the soils report and approved plan.' Provide spread footings for concentrated - loads designed for 1.000 ?SF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 'how eiqnt of all foundation walls. Chapter 23 lots bridging cross or blocking. Floor ).Show height of retained earth on all foundation ' Joists and rafters more than 12 in depth more than 8 feet be and spanning shall wails. Chapter 23 supported Laterally by bridging at inter',ali Show distance of foundation to edge of ,flOt exceeding 8 feet. Sec. 2506(g) cut or fill slopes and show steepness and )A1'Show blocking at ends and at supports heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6 above of floor joists, and for rafters at exterior walls. Sec. 2506(g) grade. Sec. 2417(cL.L.—..----------..... hisg Show solid blocking at ridge line and Note on plans that surface water will drain Li' at exterior walls on trussed roofs. pfinizn away from building and show drainage pattern Sec. 2506(g) and key elevations. .$ee..-33O4+f1-Q/ o%L.S ,2T Show double joists. Floor joists shall iSA be doubled under bearing partitions running ill. inension foundation per Tabl ,) • ,parallel with the joists. Sec. 2518(4) 5 ).S(. Show rafter ties. Rafter ties shall be TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not O s4' Shaw rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(n) Show 1/2 minimum clearance between top plate of interior partitions and bottom chord of trusses. (Th insure loading p 169 will be as designed.) Show double top plate with minimum 48 Lap splice. Sec. 2518(g)4 Show nailing will be in compliance with ?able 25-P. Provide fire stops between stories, between XOTES: top story and roof space, at ceilings Where _____ ______ Of - ______ are found. footing and and floor levels in interior and exterior loundotiam shall be U required in Section 2907tai. walls, in mansard roof or eyebrow so no The ground under the Soar may be ezasvated to the elevation of the concealed or furred space is greater than top of the footing. 10' horizontally or vertically, between stair stringers at top and bottom and Show foundation sills to be pressure treated, between studs along and in line with equal. Sec. 2517(c) 3. stair run adjoining stud walls and partitions. ...- or at perimeter of sliding door pockets. Show foundation bolt size and spacing, between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and Specify size. ZCSO number and manufacturer at other places that could afford passage of flame. Sec. 2517(f) .of power driven pins. Show edge and end able stud heights: 2"W$ 16 is 14'; distance and spacing. Sec. 306(f) 17 Show stud size and spacing. Maximum allow Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) x4'62"x69 16'o.c. is 20'. Sec. 2518(g)2 '4"Note an A.I.T.C. Certificate of Compliance 3 ote on plan that hold down anchors must be tied in place prior to foundation for glued laminated wood members shall Sec 2312(f) be given to the Building Inspector prior . to erection. Sec. 306(f) walls. Sec. 2311(e) Detail all post to beam and post to footing Show stepped footings for slopes st P• connections. Sec. 2517(c) 4 17 . Specify nail size and spacing for all Show adequate footings under all shear than 1:10. Sec. 2907(c) shear walls, floor and roof diaphragms. LA. Show minimum 18 clearance from grade to • Indicate required blocking. Maintain bottom of floor joists and minimum 12 maximum diaphragm dimension ratios. 1 k 4. Show pier size, spacing and depth into I Show 3x4 or 2x6 studs in first story clearance to bottom of girders. Sec. (Tables I.J,). ng undisturbed soil. Table 29-A of three stor di Sec. 2518(f) . Show minimum under floor access of 18x 24 Sec. 2517 W1 VVJ6, =-Volow Jr Provide truss,(-.t. d 144'. Show minimum under floor ventilation equa 17Provide roof framing plan. Sec. 302(a)7 to 1 1/2 sq. ft. for each 25 Lineal feet Provide framing sections through_____________ of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at Least two approximate- Section 302(a) 7 4' wide. Sec. r. sno Ly opposite sides. Sec. 2517 __•J,zo':_pecify all header sizes for ooenin' ov . r LZ 160 Show all joists, rafters, beams, and posts Prov.de calculations fort-.fl Qñt__ 4 thick to be No. 2 Grade Douglas r-Larch or better. All posts and beams 5' and thicker shall be No. I Grade Douglas c-Larch or cetter. (Table 25-A-I) In areas subject to water splash and in exterior Locations, wood columns and posts Show wall bracing. Every exterior wood shall be supported by piers projecting scud wall and man cross partition shall at Least 2' above the finished grade and X be braced at each end and at least every shall bear on a metal base plate or created 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- Let-,.n brace or equivalent. Sec. 2518(9)5 dation grade redwood or cedar. Sec. 2517(c(4 BIflN OF FOUNOAT1ON WICTN TNICZNUS snOw hUMUS ThIC*NUS OF OF OF NATURAl. OF FOUNDATION WALl. FOOTING FOOTING SURFACE STORIES (lesSee) hscSes) (lasSes) OF GROUND Amp FIShi CONCRETE UNIT MASON" Suit oasis.) 1 6 6 12 6 12 2 8 8 13 7 18 3 10 10 18 8 24 Show location of attic access with tninimun ,, is(' Show access to the attic or under floor i:e 22" x 30". Sec. 3205 furnace to be minimum 30 inches by 30 Show draft separation for attic areas inches. Sec. 708 & 709 UMC Note that passageway to the attiá furnace An excess of 3.000 sq.ft. Sec. 3205 shall be unobstructed and have continuous 11g. Show draft separation. for space between solid flooring not less than 24 inches of 1.000 sq.ft. Sec. 2517 Specify plywood grade and panel dan.- • Show permanent electrical outlet and lighting fixture controlled by a switch fication index. Table 25-J for the attic furnace. Sec. 708 UMC when roof pitch is Less than 3:12. design . Show details to comply with Section 709 ' drooped ceilings and floor above in excess ,wide sec 708 UtIC ridge as a beam. Sec. 2518 (h) for furnace under this floor. Section 708 for attic furnace, or Section 710 for ) ft4'Wood shear walls shall not be used to oaf or outside furnace. resist horizontal forces contributed by . iote on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or Sec. 2516(b) Less shall be effectively draft stopped Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. USC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist X. !2C?RZCAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I 0. 159 If cripple wall studs are less than 14". 22 Note on the plan the amperage of electrical _framing snail be solid blocking. Sec.2518(9)6 service Cripple wall studs exceeding 4 feet in tf the electrical installation is more height shall be 3 inch by 4 inch or 2 th an 200 amperes, show panel location inches by 6 inches when supporting 2 stories and provide a single line diagram and Sec. 2518(9)6 ' load calculations including: 19 Show plywood sheathing over exposed e&Ve5. a. Wiring method employed. b. Sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers • fuses • and conduits. ,,grade. Sec. 2517(g) C. Approximate length of service feeders. Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses. Provide an approved waterproof building e. Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) Dwellings require minimum 100 amp service. Specify an approved flashing for exterior - Show location of all electrical receptacles. openings and parapet walls. Sec. 3208 2' Electrical receptacle locations andjor / Show corridor width to be minimum W. spacing is not adequate in Sec. 3304(b) At least one receptacle shall be installed acc . Specify truss layout for 30" x 30" attic outdoors, in basements and attached garages. ess Ridges, hips, and valleys shall be at other than Laundry outlets. Art. 210-25(b) least one size larger than supported )Z.f'Show minimum dwelling lighting (NEC rafters. Sec. 2518(h) 3 Art. 210-26(a) and GFIS in garage, baths Provide metal straps across ridge beam and outdoors. NEC Art. 210-8(a). and rafters. J. MECHANICAL Note "UFER" ground to be provided (NEC). Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Nec. nical Code. PLUMBING .fora Plumbing Code) 7/ Snow the size, location and type of all heating and cooling appliances or systems. All plumbing shall comply with the Uniform Show source of combustion air for furnace Plumbing Code. - /every comply with Chapor 6, U.M.C.23 Show water heater size, type and '00 2 . Every dwelling unit shall be provided with Location on plans. 237(Show method of providing comoustion air heating facilities capable of maintain- ing a room temperature of 70 F. at 3 to fuel burning water heater. Sec. 1307 feet above the floor in all 'habitable '2'uel combustion water heater shall not be rooms. Show basis for compliance. USC installed in bath or bedroom or in a closet /Sec. 1211 opening into bath or bedroom. Sac. 1309 2O5 Show minimum 30" deep unobstructed working Provide adequate barrier to protect water / ,,,-"space in front of furnace. heater from vehicle damage. Sec. 1310 24. Note on plans,clearances to be per manufac- 240 Show T and P valve on water heater and ,,.'turers listing. Sec. 704 UMC show route of discharge line to exterior 2GS. Furnace shall not be installed under any Sec. 1007(e) , 6/stairwaY. Sec. 704 UMC ' 24t(Provide dryer vent to outside. UMC , Furnace shall not be installed in any Sec. 1903 bedroom, bathroom, closet, or in confined 243 space with access only through such room, Note on the plan that hose bibbs and lawn sprinkler systems shall have approved p unless specified as direct vent appliance, backflow prevention devices. Sec. 1003 enclosed furnace or electric heating appliance Sec. 704 UMC 24' Shower stall shall accomodate a 30circ1e and have a minimum floor area of 900 sq.in. 217Shcw 1C90 approval for prefab fireplace UPC 909(d) and provide approved installation instructions at 30b site. NOISE INSULATION (DUPLEXES) Show details of duplex coon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (tIC) rating on floor/ ceiling of 50 d.cibles. Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined. or insulated to maintain required sound transmission rating. Title 25 2t. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGY CONSERVATION All additions to existing residential / buildings mast comply with Title 24 f energy regulations. Additions exceeding 301 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation / (720-1401(c) 27i1. Specify the insulation values for walls / roof and ceiling. CR-IL for walls: a-19 / for ceilings, or provide details and analysis / for alternate design. T20-1403 Table A a 23. f3. Specify the gross floor area or heated / portions of the dwelling, and the area Y4-: of glazed openings on the plan. (T20-1430) Provide an analysis 3ustifying increasing the single glazed area beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (720-1402.def.) Provide energy analysis to show that the / bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 301. (Exceptions: 48.000 3Tt3 Hr. output furnace. See also 7 California Efficiency Adjustment.) 724-1404 27%. Note on plan that all tranverse ducts, / plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive / tape or mastic to prevent air loss. 720-1404 23ñ. Note on plan that insulation of ducts shall conform to UNC Section 1005. (T20-1404) Note on plan that all doors and windows / to the exterior or to unconditioned areas shall be fully weather striped per ANSI / Standard. (720-1403). 274. Not, on plan that back draft dampers are / required on all fan systems exhausting air from the building. 720-1403 Electrical resistance space heating shall / not be used- unless: / a. 60% of heating/cooling is supplied by a nondeplatable source. b. supplements a heat pump system. C. Less than 101 of total heating system. d. life cycle cost analysis justifies. 720-1404 28,2' Note on plan that all heating and cooling / equipment efficiencies shall conform to ITitle 20-Chapter 2, Subchapter 4, Article 4. (751 for forced air furnaces). 2s4. Note on plan that no natural gas, central / heating plant may be installed without f / an Intermittent Ignition Device. 720-1405 2j3. Electric resistance water heating is not I permitted unless verfied as cost effective / by a Life cycle coat analysis. 720-1406 4. Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. 720-1406 Q XSCELLANEOUS Show a minimum 2 air space and flashing between planter and building walls. 2517(e) je2 Specify material to be used under the Specify tile. Sec. 1707(a) }Oi Specify Lath and plaster to comply with Chapter 47, UBC. 304. Two 3/4 copper pipes must be installed from water heater location to convenient' ,location of future solar panels (City Ord.) )e1 Provide sleeves (roof jacks) in roof for two future 3/4 copper pipes to cultvenient location of future solar panels (City Ord.) 306 Mete that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) See attachment for roofing requirements. 'I2)- ef -b4 YeLU 74 (3vZ('j I "cj cce" C/V*Jt> ?Lra& yUe'Q4 NMI -ouC(,JcQa 4D 'The •-r j (L k\JC' 3.) 1iY2'O .JkS V) The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permitteo shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. By: Date: 0 Building plans would be substantially correct and complete if minor corrections are made at counter. By: 0 a ilding plans require major corrections and complete plan recheck, by plan check engineer, is required. By: I Date:______________________ If you have any questions regarding this plan check, please call we would also be pleased to meet with you, at no charge, if additional assistance is needed. DESIGNER PHONE_____________ CONTRACTOR PHONE___________ ~~v 66,2104F062 Date i. ______ Jurction_________________ Prepgr by: VALUATION AND PLAN CHECK FEE - PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT Cg1OZaS /'/z BUILDING OCCUPANCY TYPE OF CONSTRUCTION V-Al Bldg. Dept. 0 Esgil H BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 130 Is-- 0q, - - 77f' / - 33 ' Air Conditioning Commercial 2.80 - Residential 2.40 Res. or Comm. Fire Sprinklers 1.50 - Total Value Fee Adjusted To Reflect DEnergy Regulat.i\94 (Fee x 1.1) 0 Handicapped Re%ations (Fee x 1.065) /-,- ::C UJitJAfl&•1 F'JFII it Fee - - tLj j'tIt L I (j [i t, Nil ), 814/82 GRADING CUBIC YARDS / RU;LNEP. NOTIFIED iNIERDEPARINEfiAL_INFORMAILQiLSliEEIE I llUILUINLDEPARTMfLNI / DA:- BUILDING ADDRESS: MT" A P N j c1 3 C T IELNMIIIIEPARI1'1ft ZONE: SCHOOL FEES: SAN DIEGUITO (. SAN MARCOS_______ —s,n .ENCINITAS _J, Ut) CARLSBAD______________ UNITS REQ'D: _______________________ PROVIDED: % OVERAGE ALLOWED: .PROVIDED: PARKING SPACES REQ'D: PROVIDED: BUILDING HEIGHT REQ'D: . PROVIDED: RONT SETBACK SIDE SETBACK LLO WED: ROVIDED: . TRU SIGNS: \-DVELOPMENT APPROVAL REQ'D: At 1- DSCAPE & IRRIGATION PLAN COMMENTS: '1 r (IRONMENTAL PROTECTION REQ: DTIONAL COMMENTS: HTO ISSUE: -i /(U DATE OKTO FINAL: DATE: 3INEERING DEPARTMENT O.. IMPROVEMENTS IJBLIC FACILITIES FEE:Ot SEW R OuNN'Ft`TIOl :~)mo) alwA. RIVEWAY LOCATION(S): O. AD I N G PERMIT UL r -M 0 L.YT3 DRAINAGE: ofLP r.b& GAL DESCRIPTION: ADDITIONAL COMMENTS: *CFIECK IF ENGINEERING INSPECTION REQ'D. ON FINAL: - OK TO ISSUE: DATE: PWI: OK TO FINAL: DATE: / * J[ 'fl1J5 TEM IS NOT ChECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSIECTION. y5z 0. REAR SETBACK 1 \) $ - ALDRIDGE ASSOCIATES ARCHITECTURE . PLANNING .' ENGINEERING • COMPUTER GRAPHICS: Job 84-1 January 2, 1984 Structural Caics for C.L. Aguilar P. 0. Box 1046. Cardiff, CA 52007 .LOADING CONDITIONS . VERTICLE CALCULATIONS . atdre Or plo~ 360 N. MIDWAY, SUITE 301 • ESCONDIDO, CA 92027 • (619) 741-1996 '• ALDRIDGE ASSOCIATES, 'ARCHITECTURE • PLANNING ' ENGINEERING COMPUTER GRAPHICS a AMP CHUECr1fl-UU= PLANNING • ENGNEflING DESCITION CF BUILDING COMPONENT------------------- f 4 _ IN CC?C4ENT NAME POUNDS PER.SQUARE FOOT LIVE LOAD DEAD LOAD - iTCH O' O TUCTION A33,LY LIST OF CCHPCNENT'S PARTS - POUNDS PER SQUAE FOOT - • - - 3 I- -. -- --------------------------- ------ .• - ow 7 . ----------------------------------- ----------------------- 105.vi. rose, suite 202 . escondido,ca. • (714)741-1996 LJ1ILJL JIJ. I ARCHITECTURE • PLANNING • ENGINEERING • COMP ICS DESCRIPTION OF —BUILDING COMPONENT <dge co - Ui - Si 3tu COMPONENT NAME 7/ $ p1 OF _. POUNDS PER SQUARE FOOT LIVE LOAD DEAD LOAD -4 3KTCH OP CONSTRUCTXON A35MLY LIST OF COMPONENT'S PARTS POUNDS PER SQUARE FOOT 1Y0 0----------------------- 2 -------------------------------------__ / 2 2- 4. 5--- - - - -------------------------_-- ------------------ ------------------------ 7 . --------------- --- ----------- SUBTOTAL MISCELLANEOUS TOTAL DEAD LOAD 360N. MIDWAY, SUITE 301 • ESCONDIDO, CA 92027 • (619) 741-1996 ARCHITECTURE • PLANNING • ENGINEERING • Co R GRAPHICS DESCRIPTION OF oESSIo,v4 BUILDING E1!I clw sinu COMPONENT NAME Da * OF POUNDS PER SQUARE FOOT LIVE LOAD --------/ ------- DEAD LOAD Sl 3TCH OP CONSTRUCTION ASSEMBLY MISCELLANEOUS - -------_____ TOTAL DEAD LOAD - Z_-- 360 N MIDWAY, SUITE 304 • ESCONDIDO, CA 92027 • (619) 741-1996 ____ i--i gm=mw - a - - - - — - - ARCHITECTURE • PLANNING ENGINEERING ' COMPUTER GRAPHICS / OF BEAN LOCATION: 47E-j2_L*-V ,'t'7 D L X T W = #/LIN FT L L X T W - MIN FT WALL: X _____ X ROOF:. a, X / . / X FLOOR: X = _________ X MISC: = . X TOTAL D.L. = . ' TOTAL L.L. = W IN POUNDS PER FOOT __v_ LL VIC, 2o SPAN Odge ALOR lOGEASSOCIATES ( ( Signature, SIMPLE BEi-tM - UNIFORM LUriD Date TRIBUTARY WIDTH IN FEET = 1 L SPAN IN FEET = ......................................... 20 ' eOFCU0 LIVE LOAD IN POUNDS PER SQUARE FOOT = ............1G DEAD LOAD IN POUNDS PER SQUARE FOOT = ........... 21 MAXIMUM MOMENT IN INCH POUNDS =......... .,...., 22200 SPECIES IS DFL *1 . . - FIBER STRESS IN BENDING IN LBS. PER SQ. IN, = . . • 1500 MODULUS OF ELASTICITY IN LBS, PER SQ. IN, . = 1800000 F(b) INCREASE FOR LOAD DURATION 2504(c)4 0.25 REQUIRED SECTION MODULUS IN 'IN. i::uEED .= .........11. 83 BEAM SIZE IN INCHES = ................., .. • • • • ... ., 2X8 ACTUAL WIDTH = 1. 5 ' '> ACTUAL HEIGHT =7.5 MAXIMUM HORIZONTAL SHEA IN LBS, PER SQ. IN ' TABLE 2-E REDUCTION OF DEAD LOAD K = ..........•,0.5 ACTUAL-OEFLECHOtt ALLOWABLE DEFLECTION L/240 CL. L. +K. D. L. ) = . . . ... 1 ACTUAL LIVE LOAD DEFLECTION IN INCHES = .......... 0.60 ALLOWABLE LIVE LOAD DEFLECTION L/360 = ............ 0.66 UNIFORM LOAD IN POUNDS PER FOOT W = 37 . ENO REACTION R = 370 360 N MIDWAY, SUITE 3011 • ESCONDIDO, CA 92027 • (619) 741-1996 ALDRIDGE ASSOCIATES ARCHITECTURE • PLANNING . ENGINEERING . COMPUTER GRAPHICS OF BEAM LOCATION D L X T W = #/LIN FT L L X T W MIN FT WALL: X X ROOF: X L • _______ _______ X FLOOR: X. . . __________ X MISC: . ______ X TOTAL D.L. = . TOTAL L.L. W IN POUNDS PER FOOT . . oFLSSio, dvidge SIMPLE BEAM UNIFORM LOAD TRIBUTARY WIDTH IN FEET = ...............................1 .\ / SPAN IN FEET . ............... .....................t .. uJ rr / LIVE LOAD IN POUNDS PER SQLIAPE FOOT = ................. a 21 25 Signature ' DEAD LOAD IN POUNDS PER SQUARE FOOT = ..............15 MAXIMUM MOMENT IN INCH POUNDS = ....................18484, SPECIES IS DFL *2 . . . Date / '1 . FIBER STRESS. IN BENDING IN LBS PER SQ. IN = 1250 OF CAU' MODULUS OF ELASTICITY IN LBS, PER SQ. IN. -- 1700000 F(b) INCREASE FOR LOAD DURATION 2504(C)4 = .......0, 25 REQUIRED SECTION MODULUS. IN IN CUBED = .........11. :33 BEAM SIZE IN INCHES-= ..................................2X8 ACTUAL WIDTH = 1.5 ACTUAL HEIGHT = 7, 5 MXIMUM HORtZONTL SHEAR IN LBS, PER SQ. IN. = 45.01 TABLE 23—E REDUCTION OF DEAD LOAD K = .............0.5 ACTUAL DEFLECTION I'N INCHES CL. .L. +K. 0. L) = ..... 0,807 j. ALLOWABLE DERECTION L/240 CL, L., +K, 0. L. ) = ......... 0. 1.2 ACTUAL LIVE LOAD DEFLECTION -IN INCHES =:, ........ T0.584 • ALLOWABLE LI"E LOiO DEFLECTION L/50 = 0.608 UNIFORM LOAD IN POUNDS PER FOOT W =37 . • .. .. . AM ON - I 2=0 ____ 30M Arm-% - -- mmmw U — w U own momm - ARCHITECTURE '- PLANNING • ENGINEERING • COMPUTER GRAPHICS OF BEAM LOCATION: D.L. X T.W.' /LIN FT. L.L. X T.W. f/LIN.FT. WALL: X X ROOF: / X FLOOR: 'X : x MISC: X = .•• TOTAL D.L. = TOTAL L.L. = W LN.POUNDS PER FOOT 1.. I j".c II I ALOR lOGE ASSOCIATES : SIMPLE BEAM UNIFORM LOAD TRIBUTARY WIDTH IN --FEET .............................1.333 LIL.'E LOAD IN PJL(NOS PER SPAN- IN FEET = .......................................16 SQUARE FOOT = ............16 DE-P.1 LOAD IN POUNDS PER SQUARE FOOT = ............: 21 MAX I MUM MOMENT IN INt::H POUNDS .....................18939. 264 SPECIES IS DFL #2 FIBER STRESS IN BENDING IN LBS. PER SQ. IN. = . . . 125I MODULUS- OF ELASTICITY IN LBS, PER SQ. IN, = .....17000 F(b> tNCF:EASE FOR LOAD DURATION 25O4c::'4 = .,.... a 25 REQLIIR.EO SECTION MODULUS IN IN, CUBED =• .........12, 12 -.BEAM SIZE IN INCHES ...................................... 2X3 ACTUAL WIDTH = 15 t ACTUAL. HEIGHT = 7, 5 ... , MAXIMUM HORIZONTAL SHEAR IN LBS. PER SQ. IN. = . . 52. 6 TABLE 23-E. 'REDUCTION OF DEAD LOAD K = ...............1 ACTUAL DEFLECTION IN INCHES (L. L. +K. . L. ) = 0.8 ALLOWABLE DEFLECTION L/240 (L, L. -4K. 0. L. > . ,. . 0.8 ACTUAL LIL'E LOAD DEFLECTION m INCHES- = ..........,, . 3 ALLOWABLE. LIVE LOAD DEFLECTION L.-3 ............ 0.5 UNIFORM LOAD IN POUNDS PER FO 32 OT W = 49, 1 END REACTION P = 394. 5E.8 .. 360 N. MIDWAY, SUITE 301.'. ESCONDIDO, CA 92027 • (6`19) 741-1996 ALDRIDPE . . ASSOCIATES ARCHITECTURE. .. PLANNING • ENGINEERING .. COMPUTER GRAPHICS 4 0F BEAM LOCATION: . °'9'V /4 D.L.X T.W. . /LtN FT. L.L. X T.W. MIN FT. WALL: X X ROOF: 2— = . I .X FLOOR: X. L X MISC: X . X TOTAL D.L. . .. . TOTAL.L.L. W IN POUNDS PER FOOT . . . . .LLLLLLLLLt 1 a. o,.0 . ...- . . SPAN .of Essiotv, INWidge A" ALORIDGE ASSOCIATES . . . . . . . '° SIMPLE BEAM - UNIFORM LOAD co . . . a •• TRIBUTARY WIDTH IN FEET ..........................2 . SPAN IN FEET = ......................................14, 75 S atu LIIJE LOAD IN POUNDS PER SQUARE FOOT= ..............16 DEAD LOAD IN POUNDS PER SQUARE FOOT = . . . ........21 to MA IMUM MOMENT IN INCH POUND']; = 18044 4 SPECIES IS OFL #2 . OF C FIBER STRESS IN BENDING IN LBS. PER SQ. IN. = . . . 125e1 Kj!-nijj i; OF EL:;TICIT T If I LEE, PER SQ. IN. = ......l7cicicicici h ' TNCcEIE LO-'E' OJF TIot4 25041,C -)4 = ci 25 ro +DUIREO SEOTION.MOOULUS IN IN. CUBED = .......... 11. 54 ;. [.ji-.;z, ...............................2:3 ACTI:iL WIDTH 1. 5 ACTUAL HEIGHT = 7. 5 . MXIMUM HORIONTAL SHEAR IN LBS. PER SQ. IN. = . . '62.9, TABLE. 2-E REDUCTION OF DEAD LOADK = ............1 AC:TLIAI_ DEFLECTION IN INCHES (L. L. +K. a L. ) = , , , , , , 49 ALLOWABLE DEFLECTION L/240 (L. L. +K, 0. L. ) = ......ci. 6 ACTUAL LIUE LOAD DEFLECTION IN INCHES .......... ci. 21 . . ALLOWABLE. LIUE UJAD DEFLECTION L/6O = ..........0. 42 UNIFORM LOAD IN POUNDS PEP. FOOT W 7 .. END REACTION '. 471. 75 .- . i FOUNDATION SI:.E (1O FSF: = 0. 686' USE • . .< _________ DEEP FOUNDATION. 360 N; MIDWAY, SUITE 301. ESCONDIDO, CA 92027 9 (619) 7411996 Lumber Grade ALLOWABLE SPANS FOR JOISTS AND RAFTERS FLOOR JOISTS 1 CEILING JOISTS JOIST COMBINATIONJ RAFTERS2 3 DOUGLAS FIR/LARCH NO.2 Pla ter No Plaster Drywall Plaster Drywall Slope. Slope r Finish 1 Below Below 2 BelOw 5 Below 2 less 4 in 12 Dry all Beow Belo : than 4in12 or more - Nominal On Size Center Spacing OL=t:5Ps DL=1OPSF DL1OPSF 0L10PSF bL15PSF DL15PSF DL-10PSF DL10PSF LL=40PSF LL=40PSF LL=20.PSF LL=20PSF LL20PSF LL16PSF. (In) (In) 12 . 6'- 11' 6'- 11" ii'- 1" 12'- 8" 8'- 3" 10' .0" 10'- U" 10'- 9" 2x4 16 6[3' 6 3 101 -01, 11 6 7 6 91. 1' 9 1 9 9 " 24 5- 6" 5'- 6" 8'-9" 10'.0" 6'. 7 7'- 9" 7' - 11" 8'- 7" 12 10- 11' 10'- 11" 17'- 4" 19'- 11" 13'. 1" 15'- 9" 15'.9" 17'. 0" 2 x 6 . 1_6 9". 11 9'-il" 15'. 9" 18'. 1" 11'- 10'' 13' -11" 14' .4" 15'- 5" - .. 24 8'- 2" 8' -6" 13'- 9" 15' .9" 10'. 4" 11'- 5" 12'- 4" 13'. 3" LL-_ ___ 14 5 . 13'.1 11' -3" 22 11 20'- 10" 18'- 2" 26'.2" 23'- 10" 20' -9" 17 3 15'-8" 13'- 8" 20 10 18'-5" 15'- 0" 20 9 18'- 11' 16'- 3" 22'.4" 20'-4" 17'.. 5" 2 x 8 16 13. 1" - --- m- 9r 12 18':. 5" 18"- 5" 29'- 2" 33 - 5" 22'- 0" 26'-.4'#- 26'. 6" 28' - 7" 2 10 - 16 24 16':- 9" 138J144232 16' -9" 26'- 6" 30'- 5" 266175 20' -0" 23' . 5" 192 24'. 1" 208 26'-- 0" 22o. 11 225 225 356 407 269 323 323 349 2x 12 1 16 20'-4"• 20'-4" 32'. 3" 37'. 0" 24'-3" 28'-6" 29'-4" 31'-7" A 24 16'. 8" 17'- 5" 28'- 2" 32'- 2" 21'- 3" . 23' - 3" 25'- 2" 27'- 1" 12 26'- 3" 26'- 3" 31'- 6" 38' -0" '2 x 14 16 , 24' - 0" 24' - 0" . 28'. 7" 33' - 9" 74197207 250 276 OPEN BEAM CEILINGS 3.4 Nominal S On Cntr r-. DOUGLAS FIR/LARCH Spacing NO. 2 (I n) (I n) 24 10'-6" 4 x 4 32. 48 8'-4" r4 24 -x.6 32 15'-O" 1. 48 12'-4" - 21'- 10". 4x.8 32 19'-lO" 48 ' . 16'-3". 24 . 28'-O" 4x10 32 25'-4" 48 -- .L._' 2O'9" FOOTNOTES: I Deflection based on L/360 2Defltion based on L/240 3Minimum Slopes 1/2" in 12". Roof surfaces having a slope less than 1/2" in, 12" are con- sidered to be flat roofs. Flat roofs must be designed to accommodate potential ponding of water. This information bulletin may not he used for the design of flat roofs. 4LL+DL=30PSF 5Deflection based on L/240 (LL + DL) INFO BULLETIN - N0..1 I 3-78 OF & FLOOR FRAMING -.SPAN TABLES PAGE 1 OF 2 IN-1799.(1.78) . . - . '—"' ' — ARCHITECTURE .• PLANNING . ENGINEERING . COMPUTER GRAPHICS BEAN LOCATION w,&/ Nov- 1&,rec1 D L X T.W. - I/UN FT L L X T W • 8/UN FT. ________ x. 2I / x /4 FLOOR MISC: x • 'TOTAL D;L. TOTAL L.L. - I POUNDS PER FOOT 1 \' ...#__i • i...'•d • I POST •..,- -. -SPAN ---- --a-.- iJ 'BASE - ALDRID'E SIMPLE EEM -. LINI.FOP.M LOt-iD. __ ---•- --. - TPIBIJTAPT' UITPTH -i -FEET =.....1 TN FEET = ..................................... LT).: .'E LOAfl TN PC!JN[S PER SQUARE FOOT = ............224 OESSIO DE!D LOAD UNDE: PER SCIARE FOOT = ....... ... • 309 -idge - r.i. T1HM ,F -rJ INOHPOUNDS= ..................13511 SPECIES I: DFL iii FIBER STRESS IN EENTtTN IN LBS. PER SQ. IN. P I nr VLPT TT P' LEE PER IN = lEclrj F(h:: INCREi:E FflF tX EUATICiN 2504(C)4 = ...... 25 S atur F:FCLIRE: C:8TT , r- -: -:us T 4.2 : h 407 L CUE'ED = ............83, 4. EA! 'JE : fl--'CHT; = ...........................EX12 -lTII!--1 = - AC:TI.IAL HE 1!•- - MA-MLt -'1 Hr :Tt-. 1- LE-E:, -f ER . IN = , --82. 1- . 7-1 ...........- 1 - - ACTUAL flELE':-TICt L. - = 0. 30 - ALLOUf-BLE c1EcLET:: 4 - . L '• J • - 0 ES -,t:TIJAL LTUE LOAD DELECTIC I rc- . = ...... . Ci, 12 ALLOWA -. BLE LI'E LO DEFLC-TI3N . . . 0. 43 UNIFORM LOAD IN POLD'E PE CJT = END PEACTIflN P = :'aE.a 5 FOUNDATION SIZE (13 P'F) = 1.EI" 1. 1 USE o >' ') O - 360 N. MIDWAY, 'SUITE 301 • .ESCONDIDO, CA 92027 • (619) 741•1996. mwm MEMO -. . I BEEN ____ ___ k ftm&w mmw - ,_ — - ARCHITECTURE • PLANNING • ENGINEERING • COMPUTER GRAPHICS OF BEAM LOCATION: D.L. K T W. - #/LIN FT. L. L.' X T W - /LIN FT. WALL. K ___ K ROOF: x S 3Z~. lb x - FLOOR: 10 X. _______ X 20 MISC: _____ X • -. _________ _________ X TOTAL DA. 44 TOTAL L.L. W IN POUNDS PER FOOT •• I t•'• ! . .t .1 L SPAN CAP 4-3b'7 '7 x( POST BASE rLij1 /TRIBUTPIRY WIO1H IN FEET ......... . -ì SPAN IN FEET • • .............$ ................ LIVE LOAD IN POUNDS PER SQUARE FOOT -. ......... j DEAD LOAD IN POUNDS. PER SQUARE FOOT MAXIMUM MOMENT IN INCH POUNDS SPECIES IS DFL *1. FIBER STRESS IN BENDING IN LBS, PER SQ. IN. = MODULUS OF ELASTICITY IN LBS. PER SQ. IN, = . . . . * F(b) INCREASE FOR LOAD DURATION 2504(C)4 = REQUIRED SECTION MODULUS IN IN, CUBED = ......... BEAM SIZE IN INCHES =. ............................. 468 1666j 391 133180. 8 13130 lt;cil3000 'a - 102.44 Zi(V ACTUAL WIDTH = 5.5 . co ACTUAL HEIGHT = 13.5 1 at I., MAXIMUM HORIZONTAL SHEAR IN LBS. PER SQ. IN. = .. 82 TABLE 23—E REDUCTION OF DEAD -LOAD K .. . . . ....... 1 •- \7toT/ *j ACTUAL DEFLECTION IN INCHES <L. L. +K. 0. L. ) ..... 'a. i \ . ALLOWABLE DEF ry LECTION L/2413 (L L +K 0 L ) = 50 ACTUAL LIVE LOAD DEFLECTION IN INCHES = . 00 ALLOWABLE LIVE LOAD DEFLECTION L/3613 .= .. a UNIFORM LOAD IN POUNDS PER.FOOT W = 8.59 -•. . . END REACTION P = 4E6 584765 FOUNDATION SIZE (1000 PSF) = 2 089' < 2 09 783 73 .._ !i'. 7j,.t -7.4.-- IITT.KI 3 3o24 EEf I_I C...' L) • . • _ s...' '. - i t_ic..r r 'j..jiij i1 ; L 360 N. MiDWAY, SUITE 301 • ESCONDIDO,- CA 92027 • (619) 741•1996 - 4" 9--a a Iuifs -%_RWI__f mom U U U__W ARCHITECTURE • PLANNING • ENGINEERING COMPUTER GRAPHICS OF BEAM LOCATION. /—/'(1OEf._ 43cc)E_('4A1I14 D L. X T W. MIN PT L.L. X T W MIN FT. WALL X X. ROOF; x 10 X FLOOR:. x V • X - MISC: V X V X TOTAL D.L. V U IN POUNDS PER FOOT •V V . V I V .f ' \l fpc V AP X__POST V 4. V SPAN V JAs_ BASE I_I --- 7 TRIBUTARY WIDTH IN FEET = ...........................10 -i SPAN IN FEET = . , , , , , ............, , , , , , , .......12 V LIVE LOAD IN POUNDS PER SQUARE FOOT = . . . . . . . . . . . 16 V t. DEAD LOi-iD IN POUNDS PER SQUARE FOOT = 2 MAXIMUM MOMENT IN INCH POUNDS = ........ . 79920 SPECIES IS DEL #1. C FIBER STRESS IN BENDING IN LBS. PER SQ. IN. = ... 1300 VV... MODULUS OF ELASTICITY INVLBS. PER SQ. IN. = •...... 160000 F(b) INCREASE FOR LOAD DURATION 2504(C)4 = .......0. 25 V V REQUIRED SECTION MODULUS IN IN. CUBED ............49, 18 BEAM SIZE IN INCHES = .............................4X12 ACTUAL WIDTH = 3 s 4, ACTUAL HEIGHT = V V • 0 . MAXIMUM HORIZONTAL SHEAR IN LBS. PER SQ. IN = • 82. 7 . TABLE 23-E REDUCTION OF DEAD LOAD K ............ V ACTUAL DEFLECTION IN INCHES (L. L. i-K. 0. L. ) = .....0, ,-- 24 I ur ALLOWABLE DEFLECTION L/240 (L.L.+K.O.L. ) = ...... 0,6V V ACTUAL. LIVE LOAD DEFLECTION IN INCHES = ....... C a 10 Pa V V V ALLOWABLE LIVE LOAD DEFLECTION LI'360 = 0.4 OF CW~ UNIFORM LOAD IN POUNDS PER FOOT W = 370 " V END REACTION. R = 2220 V V V ';,,FOUNDATION SIZE (1000 PSF) = 1,4891 .X 1.489' • V • V V . USE I X , 1_- )< 1L. . DEEP .FOUNDATION.0 • •• • V • V . 360 N. MIDWAY, SUITE 301 • ESCONDIDO,A 92027 . (619) 741-1996 V - -- — - - ARCHITECTURE • PLANNING • ENGINEERING COMPUTER GRAPHICS OF BEAM LOCATION. : D.L. X T.W. #/LIN FT. L.L. X T.W. /LIN FT. ROOF: x - TOTAL D.L. TOTALL.L. zo :• W IN POUNDS PER FOOT CAP x 'F POST P9 44- BASE / TF IEIJTAFY WIDTH IN FEET = 1 It. FEET = ........................................ / LIUE LOAD IMPOUNDS PER SQUARE FOOT = ......... DEAD LOAD IN POUNDS PER SQUARE FOOT = ............. . MAXIMUM MOMENT IN INCH POUNDS .................... SPECIES IS OFL *1 FIBER STRESS IN BENDING IN LBS, PER SQ. IN. =: MODULUS OF ELASTICITY IN LBS. PER SQ. IN. = ..... F() INCREASE FOR LOAD DURATION 2504(c)4 = . REQUIRED SECTION MODULUS IN IN. CUBED = ......... BEAM SIZE IN INCHES .............................. 4X14 - 3 16. 1566? 16 21 l;i549, 9 16eiOg 0 ioia. 42 öESSION (cy\de ACTUAL WIDTH = 3, . ACTUAL HEIGHT = 1. /'-- MAXIMUM HORIZONTAL SHEAR IN LBS, PER SQ. IN. . CTh5. 4 J fl TABLE 23—E REDUCTION OF DEAD LOAD K =............. . .uj ACTUAL DEFLECTION IN INCHES CL. L.+K. 0. L. ) = ..... 0. 44 Si atu ALLOWABLE DEFLECTION L/240 CL. L. +K. 0. U ) = ....... 0.80 ACTUAL LItJE LOAD DEFLECTION IN INCHES = • .•. . . ... .. 0. 19 0. 53 OF ALLOWABLE LIVE LOt-iD DEFLECTION L/60 = . UNIFORM LOAD IN POUNDS PER FOOT 14 = 333 . END REACTION R = 261. 750555 ..Fc'UN0ATION SIZE (1000 PSF) = 1. 64' X 1. 64.' USE 1 x / X DEEP FOUNDATION. 360 N. MIDWAY, SUITE 301 ESCONDIDO, CA 92027 • (619) 741-1996 ARCHITECTURE . PLANNING .. ENGINEERING • COMPUTER GRAPHICS (0OF, BEA}I LOCATION: D.L. X T.W 9/UN FT. L L. X T W. MIN FT. WALL- x MISC: - TOTAL D.L. - • TONAL L.L. W IN POUNDS PER FOOT * .l 's 'd J ' '.' 1 . / 'd •/ '.1 1 _____ ____- -- __________ ___ ___________ - CAP • / X POST -: •• SPAN- J) BASE -- TRIBUTARY WIDTH IN FEET ................................................ . . . . .. . . . 30 I L.1LE LCAD IN POJNDS PER SQUARE FOOT" ,' T7 f 232 CiEAD LOAD 1N POUNDS PER SQUARE:FOOTf= ; ,. '.;T 324,; 1•:IML'ri.M(jMENT IN INCH POUNDS . . . .. . . . . ....... . . 750600 I SPECIEEiIS GLUELAN C:OMEUi24F2I •' ) j •FIBER STRESS INBENOING IW.LBS.. PERSQ:. IN...= .. 2400 MODULUSUF ELASTICITY IN LBS PER. SQ. IN, = 1800000 F(1) INCREASE FOR LOADOURATLON 2504(C)4 = .......0. 25 - :REQUIRED; SEiTION MODULUS IN IN. CUBED •= .........250. 19 SEAM SIZE IN INCHES = 5 1/2 X 21 ATUALLIDTH = 5. 125 .-- 1-r•' ACT1JAL?HEIOHT =-21 •' rAXIMUM\ HORIZONTAL SHEAR IN LB':;. FERLSQ. IN. = • • 116.2 'TABLE 273:—E REDUCTION OF DEAD LOAD K = ..............1 d k ACTUALDEFLECTION IN INCHES (L. L. +K, 0. .7T.42 ge , ALLOWABLE OEFLECTION L/240 'L L +K 0 L ..' = . 1 r 4, tRCTUALLIUE LOAD DEFLECTION IN INCHES = - ALLOWABLE LIVE LOAD DEFLECTION L/6 = 1 ci cT * S i a re • j — V UNIFORM LOAb- IN POUNDS PER-FO OT W = 556 EPb)REACT.W R = 3340 ate LFOUN0ATIONSIZE (1000 PSF) = 2.887' X 2.887' OcL -1 •:* z:•"• . .< DEEP FOUNDATION 360 N. MIDWAY, SUITE 3011 • ESCONDDO, CA 92027 • (619) 741-1996 RECOMMENDED ARCHITECTURAL SPECIFICATIONS : V Ct]s.tet'~hinical support V This Guide Specification Is applicable to all glued laminated V V Structural members. A more detailed specification may be found V In the AITC Spec-Data Sheet on Structural. Glued Laminated Tim. V V V her. In, the following, words in parenthesis are explanatory, and . V • V should, riot appear in your finished specification. V V V V All structural glued laminated timber shall be furnished as shown detailed on the plans and specified herein... V V Shop Details V V Shop details shall be furnished by the fabricator and approval V obtained from the buyer before work is commenced. V Manufacture V V', Materials, Manufacture and Quality Control shall be in confor- V V mance with Voluntary Product Standard PS 56-73, "Structural Glued Laminated Timber." , V Laminating Combinations V Laminating combInations shall meet the requirements of Product V V Standard PS 56-73. "Structural Glued mjtçd Timber," and shall V V provide allowable stress values, of C..'dpsI In bending (Fb), - psi in tension parallel to grairf (F,), psi in corn_V pression parallel to grain (Fc). Øsi in compression per- pendicular to grain bottom (Fc), and psi in compression V perpendicular to grain top (F) for (check one): _ _ 'DRY condition of service (when the moisture content of ) he member will be at or below 16% in service). t ' WET condition of service (when the moisture content of V V the member will be above 16% in service). Adhesives ' 'V Adhesves shall meet the requirements for (check one): ______DRY condition of service. , V _.J. WET condition of service. V (See explanation of service conditions under laminating combina- tions above.) Appearance , Appearance of members shall be (check one): ___JNDUSTRIAL GRADE ARCHITECTURAL GRADE PREMIUM GRADE Protection V Unless otherwise specified, a coat of end sealer shall be applied J to the ends of all members as soon as practicable after end V ' trimming. Surfaces of members shall be (check one): NOT SEALED EALED WITH PENETRATING SEALER ._SEALED WITH SEALER COAT , V V " V OTHER TYPE OF FINISH (specify) V Members shall be (check one): NOT WRAPPED. BUNDLE WRAPPED ('V . , _INDIVIDUALLY WRAPPED, 6.4d/Am Quality Narita and Cettfkatas (check appropriate Items): V Members shalt be marked with a Quality Mark indicating conformance with Product Standard PS 56-73, "Structural Glued Lart;pt0l Timber.N , V Members shall be marked with 'Quality Mark and, in addition, a Certificate of Conformance shall be provided to indi- cate conformance with Product Standard PS 56.73, "Structural Glued Laminated Timber." Optional Considerations V The following specifications are sometimes deSired. They are covered here—briefly—for your consideration and convenience. Preservative Treatment , When the conditions of service are such that pressure Preserva- tive treatment to prevent' attack by fungi or insects is required, information such as the following should be given in your specifi- cation: The preservative shall' be The retention shall be (Note: Refer to AITC 109 "Treating Standard for Structural Timber Framing" for complete data.) Hardware' The fabricator shall furnish connection steel and hardware for joining timber members to each other and to their supports ex- clusive of anchorage embedded in masonry, setting plates, and items field-welded to structural steel. Metal shapes to have one coat of shop applied paint containing rust inhibitor. UALITY CONTROL AND INSPECTION Specifying quality inspected materials to assure consistent and dependable structural glued laminated timber is a pro- fessional responsibility. The AITC program is based on Vol- untary Product Standard PS 56-73 and the INSPECTION MANUAL, AITC 200. APPEARANCE GRADES Rf materials, finishes Three appearance ,grades -Industrial. Architectural and Pre- mium—have a sufficient range to fulfill all use requirements. These grades apply to the surfaces of glued laminated mem- bers' and include such items as growth characteristics.- in- serts, wood fillers and surfacing operations. The appearance grades do not apply to laminating procedures, decorative or other finishes, or to protective coverings. They do not modify the design stress, fabrication controls, grades of lumber used, or other provisions of the standards for glued laminated struc- tural members. In specifying appearance grades it is neces- sary only to state the desired grade without detailed specifi- cations. ' For detailed information on appearance grade specifications. refer to AITC Spec-Data Sheet on Structural Glued Laminated Timber. ' FINISHES AND, COATINGS EITi coatings. surfacings V Available finishes for glued laminated timber include surface sealers, stains and paints. Surface sealers increase resis- tance to soiling, control grain raising, minimize checking and serve as a moisture retardant. Surface sealers fall into two classifications. Penetrating sealers provide limited protection and are suitable for use when final finish requires staining or a natural finish. Primer and sealer coats provide maximum protection by sealing the surface-of the wood. Primer and sealer coats should not be specified when the final finish re- quires a natural or stained finish. V 5 64/Am ô1'1'lflPJ DAPFRTIF iJ.. 134" enIumn in tbift for, .triahl beams: use U" columnl in thI. mr e&irvd reh. XIJj i J. ' 'i p.141 of ii ii PH llcof II il 114 Is Ir iJ 4_. 13 21 19.50 0.95 131.1 4271 4.170,9 36 72 13 54.00 54.75 035 472.5 4252.5 4:373.4 114'8375 14 27 28 20.25 21.00 0.94 0.94 136.1 141.8 461.3 496.1 1,670.1 5,209.3 37 74 55.50 0.15 0.84 4291 415.6 4492.0 1196613 1246531 29 21.75 0.94 146.1 532.2 5,781.1 75 55.25 0,84 492.2 4:614 3 1297760 2 4 3.00 lw 7" 15 30 22.50 0.93 153.8 539.5 5,407.2 38 76 57.00 0.84 498.8 4,738.3 1350366 S 3.75 3.00 Ill 73 13.7 31 23.25 0.93 156.9. 604.1 7,069.5 77 57.75 0.84 $05.3 4,863.6 1404314 3 1 4.50 1.00 14.1 10. 23.7 .16 32 24.00 0.93 162.0 6430 7,776.0 39 78 58.50 0.84 .511.9 4.990.8 1459804 7 5.25 1.00 16 4 14.4 37.' 33 24.75 0.92 167.1 689.1 8.5280 79 $9.25 0.84 518.4 5.11.5 1516673 4 I 6.00 1.00 16.8 18.1 56.3 1.? 34 25.50 0.92 172.1 731.5 9321.0 40 80 60.00 0.84 525.0 5,250.0 157500.0 I 875 3.00 21.1 23.7 80.1 35 26.25 0.92 171.2 775.2 10,171.4 81 60.75 0.84 531.6 5,342.1 163:4404 5 10 7.50 lw 23.4 29.3 109.9 18 36 27.00 0.91 182.3 8201 11,073.1 41 82 61.50 0.83 538.3 5,515.8 169'630:3 Ills 25 1. .. 25 .,. 146.2 37 21.75 0.91 5873 . 866.3 12,020.2 83 62.25 0.83 544.7 5,651.1 175.991.5 6 12 .00 iw 211 422 1.9.8 19 38 28.50 0.91 192.4 913.1 .13.021.4 42 84 63.00 0.83 551.3 5,718.1 182,3260 . 13 6.75 3.00 30.5 ,,., 495 241,4--39 29.25 0.91 397.4 962.5 14,076.7 - - 'I'! • - '-'fl" - 7 14 10.50 1.00 32.1 57.4 301.5 35.2 65.9 370.8 20 40 30.00 0.90 202.5 1,012.5 15,267.5 t 15 11.25 1.00 8 16 12.00 . 1.00 37.5 75.0 450.0 21 41 42 30.15 31.50 0.90 0.90 207.6 212.6 1,0638' 1,116.3 16,355.3 17,581.4 I I 17 12.75 0.99 39.8 84.7 539.8 43 32.25 0.90 217.7 1,170.1 1.8867.4 7 14 10.50 1.00 112.9 3915 10370 19 14.25 0.48 44.5 105.8 751.6 22 44 33.00 0.89 222.8 1,225.1 20,214.6 15 11.25 1.00 120.9 226.8 12755 45 33.75 0.89 227.4 1,281.1 21,624.1 8 16 1200 100 1290 2580 1,548.0 10 20 15.00 0.98 46.9 111.2 878.9 23 46 3450 089 2329 ' 3390 23.098.3 17 ' 12.75 . 0.99 . 137.1. 291.3 1,856.8 21 1575 097 492 129 2. 1 0174 47 35.25 . 0.89 ' . 237.9 , . 1,397.9 24,6.37.? 9 35 13.50 0.99 145.1 326.S 2,204.1 11 22 16.50 0.97 51.6 141 1.169.8 24 48 36.00 0.88 243.0 1,458.0 26,244.0 19 4.25 098 1532 36 23 17.25 0.96 53.9 155.0 1,336.7 49 3675 088 248.1 1,519.4 27,918.7 10 u 1 . . 0.98 .11 ..._..3.1 ...,..3,023.4 12 24 1800 096 56.3 1688 1,5151 25 50 . 37.50 0.88 . 253.1 1,582.0 29,663.1 1 15 75 0.97--.3693 4.444 25 18.75 0.95 .58.6 . 183.1 2,716.6 51 38" 0 ' 2582 ' 64' 9 ' 31,4711 7 -16.60 . . 6.50 '0..97 • 177.4 ...i.$ 024.2 13 26 1950 095 609 1980 1,931.0 26 52 ' 39.00 . 0.88 • 263.3 • 1,711.1 . 33,366.9 23 1725 096 1854 5331 4 27 20.25 0.94 . . 63.3 213.6 2,152.4 , 53 39.75 0.88 266.3 1,777.6 35,329.2 1 4 800' 096W 1931 "805 '"'224S 14 9. 2.4.7 . 27 54 40.50 0.87 273.4 1,845.3 37,367.0 25 '18.1.5 5 201.6 5.905.2 55 41;25 0.87 278.4 1,914.3 39,481.6 13 15 30 2250 093 703 2* 42 23 0.93 723 231.5 ' 0.93 75:0 300:0 3O0:O31 57 42.75 0.87 298.6 2,056.0 43.947.2 142621.00 16 32 24. 29 S& 43.50 0.87 293.6 - 59 44.25 0.87 298.7 2,202.8 48737.4 15 30 22.50 0.93 241.9 907.0 10.204.1 36 30 60 62 45.00 45.75 0.86 0.86 303.8 308.8 2,273.1 2.354,7 51,257.8 53,863.7 16 31 32 23.25 24.00 0.93 0.93 '249.9 258.0 968 .5 2.032.0 11:2589 12.384 0 31 62 46.50 0.86 313.9 2,432.5 56555.4 33 24 75 0.92 268I 1097.5 135517 3 6 450 100 23.1 173 349 63 47.225 086 3159 25116 r 59337.3 17 34 25 50 1)92 "74 I 1.165.0 14,954.1 7 512.5 1.00 75.9' . 33,5 58 32 64 .48.00 0.86 324.0 1 2,592.0 1 62,208.0 . '35 26.25 0.92 282.2 1.234,6 16,203.7 4 8' 6.00 1.00 30.1, 30.3 92.3 18 35 27.00 0.91 290.3 1,306.1 17,632.7 ' - : . 9 6.75 1.00 34.6 38.9 131.3 . .1.. ., .. , .. 19 37 38 27.75 28.50 0.91 0.91 298.3 306.4 1,379.7 1,455.3 19,143.3 2.0.737.6 S 20 7.50 1.00 38.4 46.0 180.2 12 8.25 1.00 42.3 58.1 239.8 ,, ' , . ... , 39 29.25 0.91 314.4 1,532.9 22,418.4 6 12 9.00 1.00 46.1 69.2 311.3 6 12 9.00 1.00 78.8 118.2 531.6 20 40 30.00 0.90 '322.5 1,612.5 24,187.5 13 9.75 1.00 50.0 81,2 395.6 , - .13. 138.6 675.8 _9-15 2.00 85.3. . _3 41 30.75 0.90 330.6 1,594.1 26,047. 7 14 10.50 1.00 53.1 94.2 494.4 ' 7 14 10.50 1.00 91.9 160.8 844.1 21 42 31.50 0.90 338.6 1,777.8 28,000.1 15 11.25 1.00 57.1 108.2 608.1 15 11.25 .1.00 98.4 1846 1,034.2 . . 43 32.25 0.90 346.7 1,863.4 30.048,1 8 32.00 1.00 615 123.0 738.0 _..16 8 16 22.00 1.00 105.0 210.0 1,250.0 12.75 0.99 111.6 ' 237.1 ' 15333 22 .44 33.00 0.89 354.8 1,953.1 32,393.6 11 12.75 0.99 65.3 '138.9 865.2 17 45 3.3.15 0.89 362.1 2,040.1 34,438.8 9 18 13.50 0.99 69.2 155.7 1,050.8 9 '13 •ully 115.1 . 2,794.0 23 46 34.50 0.89 370.9 2,132.5 36,786.2 T 19 14.25 0.96 13.0 173.4 1,235.8 19 14.25 0.91 124.1 296.1 2,209.9 47 35.25' 0.69 378.9 2,226.3 39,237.8 10 20 15.00 0.98 76.9 192.2 1,442.4 10 20 15.00 0.98 131.3 328.1 2,460.9 24 48 36.00 0.88. 387.0 2,322.0 41,796.0 21 15.75 0.97 80.7 211.9 1,668.6 21 15.75 0.97 137.8 361.8 2,848.8 . 49 36.75 0.88 395.1 2,419.8 44,163.1 11 '22 26.50 0.97 84.6 232.5 1,918.5 11 22 16.50 0.97 144.4 397.0 3,275.5 25 50 37.50 0.88 403.1 2,519.5 47,241.2 23 17.25 0.96 88.4. 254.2 2,192.2 23 17.25 0.96 150.9 433.% 3,742.8 26 51 52 38.25 39.00 028 0.88 411.2 419.3 2,521.3 2.123,1 50,132.5 53,139.9 12 .24 18.00 0.96 92.3 276.8 2,490.8 25 18.75 0.95 96.2 300.3 2,815.2 12 24 25 28.00 0.96 1571 472.5 4,252.5 33;75. 0.95 164.1 512.7 41054 . 53 39.75 0.8.8 421.3 .2.830.9 56,265.0 13 26 19.50 0.95 99.9 324.8 3,166.8 13 26 19.50 0.95 170.6 554.5 5,406.7 . 27 54 55 40.50 41.25 0,87 0.87 435.4 443,4' 2,938.8 3,048.5 59,510.3 62,878.1 27 20.25 0.94' 103.8 350.3 3,546.4 14 27 28 20.25 0.94 177.2 598.0 6,054.8 21.00 0.94 183.8 6,752.8 .643.1 28 56 42.00 0.87 451.5 3,160.5 66,310.5 14 28 2i.00' 0.94 107.6 376.7 3,955.2 29 21.75 0.94 111.5 404.1 4,394.3 29 21.75 0.94 190.3 '689.9 7,502.5 57 42.75 0.81 459.6 3,274.4 69,989,9 15 .30 22.50 0.93 115.3 432.4 4,864,7 15 30 22.50 0.93 196.9 738.3 . 8,305.7 29 58 59 43,50 44.25 0.87 0.87 467.6 475.7 3,390.3 3,508.2 73,7386 77,6188 31 23.25 0.93 119.2 461,7 5,367.6 . 16 31. 32 23.25 0.93 203.4 788.3 9,164.2 24.00 0.93 210.0 .840.0 10,080.0. 30 60 45.00 0.86 483.8 3,628.1 81,632.8 '16 32 24.00 093 1230 4920 5 9040 33 24.75 0.92 216.6 893.3 11,054.8 61 45.75 0.86 491.8 3,750.1 85,782.9 33 '2475 092 1258 5232 64750 ' ' 17 34 25.50 092. .223.1 31 62 46.50 0.86 499.9 3,874.0 90,071.2 17 4 25.50 AQ A Ir 63 47.25 0.86 507.9 4,000.0 94,500.2 25 -T. Tr 1,004.9 13 3 35 26.25 0.9 134.5 588.6 7,725.0 . 18 35 27:00 236:3 1:063:1 14:352:2 , 32 64 48.00 0.86 516.0 4,128.0 '99,072.0 18 36 27.00 0.91 138.4 622.7 8,406.3 37 27.75 0.91 142.2 657.6 9 126.4 19 37. 2775 0.91 242.5 1,123.0 15,581.7 65 .48.73 0.86 521.1 4,258.0 103,789.0 38 28.50 0.91 249.4 1,184.5 16,579.6 33 66 49.50 0.85 532.3 4,390.0 108553.3 19 38 28.50 0.91 246.1 693.8 9,886.6 39 29.25 0.91 255.9 1,247.7 13,247.5 ' 67 50.25 0.85 540.2 1,524.1 113,657.3 39 29.25 . 10.687.8 20 40 30.00 0.90 262.5 1,312.5 19,587.5 34 68 51.00 0,85 548.3 4,660.1 118,833.2 20 40 30.00 0.90 253.8 7683 11,531.3 41 30.75 0.90 '269.1 1,378.9 21,201.3 69 51.75 0.85 556.3 4,798.2 124,153.3 41 30.75 0.90 157.6 807.7 12,417.9 21 42 3150 090 2736 1,447.0 227901 35 70 52.50 0.85 564.4 4,938.3 129,629.9 21 42 31.50 0.90 161.4 847.5 13,348.9 ' 43 3225 090 2822 15158 244517 r 71 53.25 0.85 572.4 5,080.4 135.255,2 43 32.25 '0.90 165.3 588.4 14,325.2 22 44 3300 089 2888 15881 262041 36 72 54.00 0.85 580.S 5,224.5 341,061.5 22 44 3300 0.89 169.1 930.2 15,348.1 45 3375 0:89 295.3 1661:1 25031.5 3 0.85 55*6 5,370.6 147,021.1 45 33.75 0.89 173.0 972.9 16,4185 23 46 3450 089 3019 17355 299422 3 74 5.50 0.84 596.6 5,518.8 153.146,2 23 46 34.50 0.5,9 116.8 1.016,7 17,537.6 41 35:25 089 3084 I'812.1 33931:7 75 56.25 0:84 604,7 5,568.9 259,439.1 47 35.25 0.89 380.7 . 1,061.4 18,706.4 24 36.00 085 315:0 1890.0 340200 8 76 71 00 57.75 0.54 0.84 612.8 620.8 5,821.1 5,975.3 165,902.1 172,537.4 24 48 36.00 .0.88 184.5 1,107.0 19,926.0 49 36.75 088 321.6 1969.6 36:190:9 39 78 58.50 0.84 62.8.9 6,131.5 379,347.3 25 50 3750 088 328 1 20508 384522 79 59.25 0,84 636,9 6,289.8 186,331.1 . ' 51 38:25 0.88 334.7 2'133.6 2:218.1 40'B05.7 43253.4 40 80 60.00 0.84 645.0 6,450.0 193,500.0 26 52 39.00 0.88 341.3' 81 . 75 .94 53.1 6.12. 2 847.4 ' 4 ' $ I 5.00 1.00 40.5 I 40.5 123.5 ' 1 $3 39.75 0.81 347.8 2.304.) 457971 At 82 61.50 0.83 661.1 6.776.5 208.376.4 '21 54 40.50 0.87 354.4 2.392.0 48,438.6 83 621S 0.83 .669.7 69411 16053 9) 675 100 456 I 513 2730 55 4125 037 3509 24314 511798 42 IA 6100 0.83 6771 7.111.1 2240005 5 10' 1 7.50 1.00 50.6 I 63.3 237.3 28 56 42.00 0.87 367.5 2,572.5 54,0225 3' 6375 083 6853 72611 232,096.1 11 I 825 100 557 I 766 3159 51 4275 087 3141 26652 $69586 43 86 6450 083 6934 71531 2403845 5 12 1 9.00 1.00 60.1 L 91.3 410.1 29 58 4350 0.67 380.6 2,759.5 60,019.8 17 6575 083 1034 7.62&1 244867.9 13] 975 100 658 [1069 5214 59 4425 081 3872 25555 63,178.1 44 55 5500 083 7095 75045 257 5.415 7 14 I 10.59 3.00 70.9 L124.0 651.2 - 30 60 45.00 0.36 393.8 2,953.2 66.445.) 89 66.75 0.83 737.6 7,912.9 266,428.8 15 I' 13.25 1.00 75.9 142.4 800.9' 51 45.75 0.86 400.3 3,052.4 . 69673.3 '45 90 67.50 0.83 725.6 ' 8,163.3 275,530.8 I 16 112.00 1.00' *1.0 162.0 972.0 , 31 62 46.50 0.86 406.9 3,153.3r 73,313.8 91 . 68.25 0.62 133.7 8.345.1 264.7969 27 112.75 '0.99 55.1 132.9 1,365.9 63 47.25 0.85 413.4 3,255.8 76,918.1 46 92 69.00 0.82 743:8 5.530.1 294,289.3 I IS 113.50 099 91.1 205.0 1,384.0 32 64 11.00 0.86 420.0 3,360.0 80,640.0 93 69.75 0.82 749.1 9.736.8 303,990.5 19 144.35 0.98 96.2 228.4' . 1,627.7 65 41.75 0.86 426.8 3,455.5 94;479.4 47 94 70.50 0.82 757.9 8,905.0 313.9024 10 20 3500 0.98 103.3 253.1 1,698.1 33 66 49.50 0.85 433.1 3,513.3. 88,438.1 95 71.25 0.62 763.9 774.0 8,095.5 9,286.0 324,027.5 334,361.0 21 .15.75 0.97 306.3 279.1 2,397.7 6? 50.25 0.85 439.1 3,6*2.4 92,519.8 45 96 97 72.00 72.75 0.82 0.82 782.3 1,482.5 341,926.1 11 22 35.50 0.91 311.4 306.3 2.5268 23 17.25 0.96 1164 331.8 2,847.3 ' r 34 6* 69 53.00 $1.15 0.63 0.86 446.3 452.8 3,793.3 3,905.5 96724.7 103,053.0 49 98 73.50 08? 7903 9,6190 355,1045 32 24 18.00 0.95 221.5 364.5 3.2E,.5 35 '70 $2.50 0.55 4594 1,039.5 105.512,7 99 74,25 051. 7987 8063 9,811.6 10.018 I 366704.5 377.925 7 2$ 18.15 0.95 176.6 396.5 3,707.9 11 53.25 0.85 465.9 4,3352 110,0996 50 100 75.00' 0.57 11 O'STRUCTURAL GLUED LAMINATED TIMBER FOR INFORMATION CALL 800/52571625 TABLE 1: GLULAM BENDING STRESSES ' DRY CONDITIONS OF USE Allowable Unil Stresses (psi) For Normal Conditions Of Loading. Members Stressed Principally In Bending. Loaded Perpendicular To The Wide Face of the Laminations'- $=•• Allowable UMI StrassK list '''T -' tall to teedlag' Tension Parallel! to Creel jC Fiber 94fl*SIUSl ts$r. cat6rain: Ni Sam F, DOUGLAS Fit AND LARCH _141 1 1600 900 f 1500 315 385 165 1.600000 '181 _j 1600 - 900 1500 315 '3*5 165 1.700,000 - 2000 1000 . 1500 3*5 3*5 165 1,700000 2000 1000 1500 410 410 165 1.700,000 2000 1000 1500 430 450 163 1.700000 2200 '. 1000 1500 410 410 165 1,800,000, 2200 1000 1500 450 385 16S 1 1.800000 T 241 0 1000 1500 450 385 J5 1;800,000 -- NE; The 25F coaitDtnztion Tis iiTya 1TbTi'Vspecial inquiiyTifthe manufacturer. Other combinations at, generally available from all laminators. 26F-. I 2600 1 110011300 1 450 I 410 1 165 I, 1,800.000 NEMFIR 1800 900 J 1250 245 155 1.600.000 20F 2000 j 000 j 1250 [ 245 155 1. 600,000 241 2400 I 900 1 1250 L 245 . 155 I700,0Q0 . SOUTHERN ]FINE 161 1600 800 700' 315 140 1.500.000 1SF 1800 900 1500 . 315 200 . 1.600,000 201 2000 800 . 700. 3*5 . '140 1,600,000 " 2000 . 1000 1500 335 200 1,700,000 2000 1000 1500 450 200 - 1,700,000 22F 2200 1000 1500 . 315 200 1.700.000 1000 1500 450 _2200. 1,700.000 200 ) . 24F,. 2400 ' 1000 1000 385 14.0 1,700,000. 240 1000 .1500 . 385 200 -1.800.000 2400.. 1 1000 . 1500 1 450 t 200 1,800,000 N0TE The 26F combination is only available by special Inquiry to the manufacturer. Other combinations are generally available from all lamiriators, f 2800, . 1100 1500 1 383 1 200 1 1.800,000 f 2600 I . 1100 I_ . 1500 1 . 450 I 200 1 1.800.000 - CALIFORNIA REDWOOD 161 . 1 1600 1 1200 1 1600 I 325 125 1 1.400.000 NOTE: The 16F combination is generally available. The 22F combinations are generally available Only In members without end joints and the designer should check with the laminator prior to specifying this stress level. 22F 1 2200 . . 1200 I 2000 l . 32$ I 123 J 1.400,000 TABLE 2: GLULAM AXIAL STRESSES DRY CONDITIONS OF USE Allowable Unit Stresses (psi) For Normal Conditions of Loading. Members Stressed Principally In-Axial Ten- sion, Axial Compression Or Loaded In Bending Parallel Or Perpendicular To the Wide Face4' . . Allowable Unit Stresses. pal 1' Extreme Fii.y fit Bending V Con).' nzontzj She Modulus Tensisi Compreulo. ' when Loaded presume F,, Wile toIdad p of 'mblnatlu "Symbol Parallel to Crain? Parallel tIGralie perpae. dlcular CISItiCItV Parallel en 'Perp. Parallel t9in. F, Fc N Wide dlcvlw to Claim tSWidl ti Wide PA . to WideFair Face'.$FcA Facet . DOUGLAS FIR AND LARCH I ' 900 1300 900 1200 385 . 143 IRS 1. 600,000 2 . 1300 Inc 1300 1800 .383 14$ . 163 1.800.000 3 1400 . 2100 1900 2200 450 143 165. 1.900,000 I 1500' 2000 2100 2400 410 145 163 2,000,000 3 . 1600 2200 2300 2600 450 . 145 163 7.100.000 HEM-FIR -? 5 . 700 1230 1 100 I T 245 . 123 155 1.300.000 2 1000 1500 1200 1400 'I 243 121 155 . 1.400.000 3 . 1100 1550 1550 1800 I 243 123 133 1.600,000 4 13.00 111100 1800 2400 j 241 123 IS) 1.700,000 $OUTNCRNPINt - I . 900 1400 900 1100 315 IRS .200 1.500.000 1200 1900 1500 1800 315 163 200 1.700.000 3. . 1400 . 2200 1*001 2100 430 105 200 1.600,000 • 1400 2100 , 1900 3400 315 16$ 200 1.900.000 • 1800 2200 2200 2000 450 IRS 200 2.,000.000 CALIFORNIA 1101010011 I I 1200 1800 I 1000 1 1400 323 ItS 0.000 2 . I . 1200 1800 I 1000 I 1400 323 its I' 12-5 0,000 3 I 1300 2000 I 1*00 I 7000 323 123 I I 125 L 123 0.000 4.'I 1500 . 2200 1 7200 1 2200 ' 325 US I 125 0000 S.•_£_:iSoo _2700_Li220_L_?0o )2). 123 Li 400 c STRESS TABLES Fw technical support I. The tabulated stresses In this table are-prImarily appiicabla to members stressed in binding du to load applied perpendicular to The wide face of the lamwl.ation$, Fo, combinations and stresses ap- plicable to members loaded gr in)aClty azially or parallel to wide !ace of the laminations. see Table 2. 3. The tabulated bending stresses an applicable it members 12 inches Of less in depth. For members greater than 12 Inches in depth. the sill factor mod,6ca11ons apply. 3. The tabulated combinations are applicable to arches, compression members, tension members and also bending Members less that. 16¼ inches I. depth. For bending members 16%4, inches or more in depth. AITC tension lamination restrictions. apply. '4. To obtain wet-use Stresses, multiply dry-use sires. us by the following fictoist w.t... Type of chess - . • '2 factor Bending and tension parallel to grll* 0.80 Compression parallel to grain a 0-13 Compression perpendicular to grain : 0.67 Sheaf ' 0.85 - Modulus of elasticity : 0.83 S. The tabulated stresses in This table are primarily applicable to members loaded axially or parallel to - the wide face of the laminations. For combinations and stresses applicable to members stressed Prin- cipally in bending due to load applied perpendicu- lar to the wide face of the laminations, see Table 1. The tabulated stresses are applicable to members containing four (4) or more lamiflations. The tabulated stresses are applicable to members containing three (3) or more laminations. S. it Is not Intended that these combinations be used for deep bending members, but if bending membef 1614 inches or deeper are used. AITC tension lam- inition restrictions apply. STANDARD SIZES risl technical support To the extent that other considera- tions will permit, the finished sizes of structural glued laminated tim- ber as given in the Section Proper- ties table constitute normal indus- try practice.' Industry standards do, however, permit the use of any width of glued laminated timber. Dimension lumber of 11/2 inch net thickness is normally used to laminate straight members and. those curved members. having radii of curvature within the bending radius limitations for the species. Boards of 3/4 inch net thickness are recommended for laminating curved members when the bend ing radius is too short to permit the use of dimension lumber, prOvided the bending radius limitations for the species are observed. Other lamination thicknesses may be used to obtain the specified depth of the member or to meet special requirements. When the depth of a rectangular beam exceeds 12 inches, the al- I owable unit stress in bending must be reduced by multiplication by a, size factor. The size factor values given in 'the' Section Properties table are based on the formula and basic assumptions given on pages 6 and 7. ' Weight per linear' foot of section may be determined by multiplying the volume per linear foot by the following values - Douglas fir 'and larch: 35 pci; Southern - pine: 36 pci; hem-fir and California red- wood: 27 pci., NOTE: Expanded table available An expanded Section •Prnperties Table IS a-iaulabe from AITC. .1.); .. Of I,, BEAM SPAN CAMBER . BEAM SPAN CAMBER (Feet) . (Inches) (Feet) (Inches) '.8.. .. 52 ..........2-1/2 14 ...........3116. 54 ..........2-314 16 .............1/4 . 56 ..........3 18............5116 58.., ........ 3-1/8 20 ...........3/8 . 60 ..........3-318 22 ......... .'i/i) 62. .3-5/8 24.,.........1/2 64 ..........3-1/8 26 ...........5/8 66 ...........4 28 . ......... 3/4 68 ..........4-3/8 30 ..........7/8 70...........4.1/2 32 ............1 72 ..........4-7/8 34. 1-1/8 .74i .........5-1/8 36 ...........1-1/4 76 ...........5-1/2 38 ..........1-3/8 . 78 ...........5-3/4 40.. .......... 1-112 80...........6 42 ..........1-5/8 . 82 ...........63/8 44 ..........1-7/8 84...........65/3 46 ..........2. 86 ..........7 48 ..........21/8 88 ..........7-1/4 50 ..........2-3/8 .90 .......... M/2 ALDRIDGE. H ASSOCIATES. ARCHITECTURE •.• PLANNING. ENGINEERING . COMPUTER GRAPHICS I )OF BEAM LOCATION: oit7'S' /o , 4.OALD #/LINFT. X -rW /LINFT WALL:- X _ _____ _____ X ROOF: 7J X / x FLOOR: X. X MISC: X X TOTAL D.L. TOTAL L.L. - W IN POUNDS PER FOOT .1 11 1 1 I 1 I 1 1 I I 1 1 1 I I -. - -. _CAP - j4-7 c X POST SPAN . - BASE - - TPIifliiY WIDTH. LU FE T..- - - 21 IN FEET ç c 14.75 j;LIUELOAD IN POUNDS, PERSQUREFOOT • . , , •, ...... 16 -DEAD-LOAD IftPOUNOS PER SQUARE FOOT .,.... .,... 21 . tMA>I. ` MUM MOMENT IN INCI+,-POUNDS ............. 253569. 0 SPEG1.ES IS OFL *1. - STRESS- IN:GEND-INGLNLBS. PER SQ. IN. I .MOOUjUS OF ELASTICITY IN LBS. PER SQ. IN, = . . . • ;F(bINCREASE FOR LOAD DURATION 2504(C)4 = •,,.,. 0,25 RE':REO. SECTION MODUL!JS I. IN CUBED ......... 156.04 - ;-c T--: '-:- ?.(.:-.-•• EEAT'tSIZE IN IUCHES ..........8X14 - -':-- L C16fL WIDTR = 7. 5 r- ACTUAL;HEIGRT = 13.5 k- ;MPtXMUM HORIZONTAL SHEAR 1N LBS. PER SQ. IN. . . 84.8 :TABLE 23-E REDUCTION OF DEAD LOAD K = •......•.... 1 <b.. J: -K. 0. L. ) = ,,.,. 0; 33 ALLO4f1BLE DEFLECTION L/240 (L. L.. +K, 0. L. ) - .....; 0.73 ACTUAL LIVE LOAD ,DEFLECTION IN INCHES =. .......... 0. 14- . ALLOWABLE LIVE LOAD DEFLECTION L/6ø = 0 49 OESSI ALLOWABLE LUNIFOPM LOAD IN POUNDS PER FOOT ;777 VEND REACTION P' = 5730 35 CIO COD %. \ FOUNDATION SIZE (1000 P5F) = 2i 393' )< 2 93' USE X r I DEEP FOUNOhT ION te •••- . 160 N. SUITE 301 • ESCONDIDO, CA 92027 • (619) 741-1996 2517 UNIFORM BUILDING CODE C Plywood sheathing with a thickness not less than /I6 inch for 16-inch stud 1: spacing and not less than 3' inch for 244nch stud spacing in accordance with Tables No. 2$-M and No. 25-N. Fiberboard sheathing 4-foot by 8-foot panels not less than ½ inch thick applied vertically on studs spaced not over 16 inches on center when installed in accordance with Section 2514 and Table No. 25-P. 'Gypsum sheathing panels not less than ½ inch thick on studs spaced not over 16 inches on center when installed in accordance with Table No. 47-1. (") Particleboard Exterior 1pe 2-M-1 sheathing panels not, less than 3/a inch thick on studs spaced not more than 16 inches on center. Gypsum wallboard not less than ½ inch thick on studs spaced not over 24 inches on center when installed in accordance with Table No. 47-1.,,. Portland cement plaster on studs spaced 16 inches on ctezinsialled in accordance with Table No. 47-1. 1', I Hardboard panel siding when installed in accordance with Section 1. 2516 (g) 6and Table No. 25-0. For methods B, C, D, E, F. 0, H and 1, the braced panel must be at least 48 4. inches in width, covering three stud spaces where studs are spaced 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart. Solid sheathing of one of the materials specified in Items B through F, gypsum wallboard in Item G applied to supports at 16 inches on cëntei, portland cement plaster in ItemH1 or hardboard panel siding in ltem,L shall be applied to the exterior walls of the first stoypf all wood framed buildings three stories in height. In Seismic Zones Nos. 3 and 4 such braced wall sections shall be located at each end, or as near thereto as possible, and shall comprise at least 44) percent of the linear length of the wall. one of the materials specified in t.Lsrough F, gypsum wallbOard in item G'applied to supports at 16 inches on center, Portland cement I plasterin item H, or hardboard panel siding in item 1, shall be applied on either face of the exterior walls of sb f all wood framed, two-story buildings and the second story ofthree-storybuidinp ocate in eism 0. and N4radwaXtYü&jjffäl1 be. located at each end Or' asn iihérei as possible and comprise at least 25 percent of the linear length of the wall. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Cripple walls. Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size required for an additional story. Such wails having a stud height exceeding 14 inches shall be considered to be first-story walls for the purpose of determining the bracing required by Section 2517 (g) 3. Solid blocking may be used to brace cripple walls having a stud.height of 14 inches or less. Headers. headers and lintels shall conform to the requirements set forth in 222 1982 EDITION this paragraph and together with their supporting systems shall be designed to support the loads specified ifl this code. All openings 4 feet wide 0t less mbearing " walls shall be provided with headers consisting of either two pieces of 2-inch framing lumber placed on edge and securely fastened together or 4-inch lumber of equivalent cross section. All openings more than 4 feet wide shall be provided with headers or lintels. Each end of a lintel or header shall have a length of bearing of not less than 11/2 inches for the full width of the lintel. Pipes In walls. Stud partitions containing plumbing, heating, or other pipes shall be soframed and the joists underneath so spaced as to give proper clearance for the piping. Where a partition containing such piping runs parallel to the floor joists, the joists underneath such partitions shall be doubled and spaced to permit the passage of such pipes and shall be bridged. Where plumbing, healing or other pipes are placed in or partly in a partition, necessititiog the cutting of the soles or plates, a metal tie not less than ¼ inch thick and 1½ inches wide shall be fastened to the plate across and to each side of the opening with not less than four 164 nails. Bridging. Unless covered by interior or exterior wall coverings or sheathing meeting the minimum requirements of this code, all stud partitions or wails with studs having a height-to-least-thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate lateral support. Cutting and notching. In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25 percent of its width. Cutting or notching of studs to a depth not greater. than 40 percent of the width of the stud-is permitted in nonbearing partitions supporting no loads other OW the weight of the partition. Bored holes. A hole not greaterin diameter than 40 percent of the stud width may be bored in any wood stud. Bored holes not greater than 60 percent of the width of the stud are permitted in nonbearing partitions or in any wail where each. bored stud is doubled, provided not more than two such successive doubled studs are so bored. In no case shall the edge of the bored hole be nearer than 1/6 inch to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. - (h) Roof and Ceiling Framing. 1. General. The framing details required in this subsectiOn apply to roofs having a minimum slope of 3:12 or greater. When - the roof slope is less than 3:12, members supporting rafters and ceiling joists such as ridge board, hips and valleys shall be designed as beams. 2. Spans. Allowable spans for ceiling joists shall be in accordance with Table No. 25-U-i-6. Allowable spans for rafters shall be in accordance with Tables No. 25-U711-1 through No. 25-U-R-14, where applicable.. 1. Framing. Rafters shall be framed directly opposite each other at the- ridge. There shall be a ridge board at least 1-inch nominal thickness at all ridges and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a single valley or hip rafter not less than 2-inch nominal thickness and not less in depth than the cut end of the rafter. 223. S :-TL ALD RIDGE ASSOCIATES '1 ARCHITECTURE • PLANNING' • ENGINEERING •' COMPUTER GRAPHICS f OF BEAM LOCATION: .' , 7_.M'' L4€ —/a.- ]).L.. .\X.T.W. ' MIN FT. L.L. ' X T.W. WALL: X ' = . ' X , ROOF: '-at . X. _____ •. . . /, . FLOOR: .X . = . X MISC: X . = . X TOTAL D.L. . TOTAL L.L. . ' W IN POUNDS PER SOOT IULLLLLLLLi.k Li_ . 'I . •4 fZ c LL'E L4P1 Ci4o /600.' flojauS SPAN TPIBUT'APY WIDTH IN FEET = SPPiN:IN FEET ,.'Y 14.75 LI'.)E LOAD IN QUNDS PER SQUAPE FOOT = , 16 DEAD? LOAD IN POUNDS PER SQUARE. FOiJT , ; ;;,:, :; ? .21 MAXIM" MOMENT IN INCH POUNDS 25;569, 09 SPECIES IS. GLUg LAM COMBO 24F FIBER STRESS-1IN EENOING ir LE Er MODULUS OF ELASTICITY IN LEE FEtE' :o IN 1OOO Fb INCREASE FOP L'!--,AD OLpiiON C '4 .5O4' REQUIRD SECTION MODULUS IN I, ' CURE[i :34, 52 1EEAM E.IE IN INCHES = 12 ACTUALWIDTH = 5.125 ACTUAL HEIGHT = 12 .. . MAXIMUM HORIZONTAL SHEAR IN LBS, PER SQ, IN 7 d TABLE 2:3-E REDUCTION OF DEAD LOAD K ..... ' 1 • '..-ACTUAL7 DEFLECTION IN INCHE.E L L +F 0 L 'ALLOWABLE DEFLECTION L :43 'W L + 0 - - ACTUAL LIVE LOAD DEFLECTION IN TNCHE = ALLOWALE LIVE LOAD DEFLECTION L'6I.3 '= ci 431L I 'UNIFORrI LOAD IN POUNDS PERFOoTJ .. 777 J" :E4o RrEl.CTION R = 57ZO, 75 . 360 N. MIDWAY, SUITE 301 • ESCONDIDO, CA 92027 . (619) 741-1996 / / I / /Z.3 N LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE CARLOS 6 & LINDA AGLJILAR Owner's Name P0 Box 1046 - Phone No. Mailing Addres Cardiff, CA 92007 - Service Address: jg LPvafttP Street Tract Description: mt 109, Smith fl Assessor's Parcel No. i-ign-ni Type of Building Si1p Fmi1y No.. Units 1 Lateral Size: 4" - 6" - 8" - Saddle - Easement Conn Extra Footage: @ $ Extra Depth: @ $ Connection Fee $600.00 ection (..!re_Pd 200.00) - Lateral Fee Amount Rec'd $ADjO.M Prorated Sewer Ck. No/Cash Service Fee Date ___ Total _____ Rec'd By -La The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part f? the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAYBE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Owner's Signature Date AccóurI€ No. 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: -438--5525 QCitp at Cartba An application for a building permit has been submitted in your rme listing yourself as the builder of the property uruprovenents specified. For your protection you should be aware that as "owner-builder'! you are the responsible party of record on such a permit. Building permits are not requixed to be signed by the property owners unless they are personally. performing their own work. If your work is being performed by someone other than Yourself' you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcntract, you should be aware of the following information for your benefit and pro- tection.. If you employ or otherwise engage any persons other than your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an em- ployer. If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes,workers' compensation insurance, dis- ability insurance costs, and unemployment contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U. S. Snail Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner is providing his or her own bFor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your camtunity or at 1020 N Street, Sacramento, CA. 95814. PLEASE CQIETE AND RETURN THE ENCIOM OER-BUIEDER VERIFICATION FORM so THAT WE CAN CONFIRM. THAT YOU ARE ARE CF THESE MATTERS. THE BUIIDThIG PERMIT WILL NOT BE ISSUE) UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad ATTIION PROPERTY O'NER: An, "os r-Eiildet" buu1dingpermithas been app1iedfor in your name and bearing your signature. Pleae complete' and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. i. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I, I (have/have not) 4-tv-f signed the application for a building permit. , I have contracted with the following person (firm) to provide the proposed construction. Phone Address Contractors License No.________ City I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Phone Address Contractors License No.________ City I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Adfress Phone Type of Work C c7 -cif; •7 - - E-c 27- Signed: Property Property Owner Social Security Number L) 3 7 - Date: - ')-? EACF: SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERT -TE OF WORKMAN'S COMPE43ATION TO THE CITY OF CPRLSBAD.