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Home My WebLink About1808 OAK AVE; ; 82-89; Permit:,.' ' 3vW, * hereby affirm that I am licensed under.'.. -;' o provisions, of Chapter 9 (commencing with 'I; 'S.ctlon 7000) of Division '3 of the Business and Professions Code, and my license is in - L fuli for \ - - I hereby affirm that I am axenpt from the. Con-tractor's License Law for the following reason,(Sec. 7031 5 Business and Professions Code: Any City or ..County which requires 'a permit to construct -, alter, ialprove, demolish,, or repair any structure. prior to its issuance also requires the apptiCant to! •. . such permit to file a signed statement that he is licensed pursuant to the provisions of the Con- tractor's License Law (Chapter 9 commencing with t.. Section 700001 Division 301 the Business and Pro- fessions Code) or that is exempt therefrom and the ' basis for the atlegOd exemption. Any violation of Section 7031.5 by an applicant for a permit subjects I' Inc applicant to a Civil penalty of not more than five hundred dollars ($500). ' - 0 I, as owner 01 the'property,'or my employees, S . with wages as their sole compensation, will do the -. work, and the structure is not intended or offered for sale (Set' 7044, Businessàn'd ' Professions Code: . w The Contractors License Law' does not apply to a., Z owner 01 property who builds or improves thereon - and who does such work himself or through his own 0 employees.- provided that such improvements are - I not intended or offered for sate. It, however, the building or improvement is sold within one year 01 - completion, the owner-builder will have the burden - 01 proving that (te did not build or improve for the p . purpose of sale).. x' r*- . -- v1. ,-', •, . • 0 1, as owner of the property, am exclusively - contracting with licensed contractors to construct 4 - the project (Sec. 7044, Business and Professions r Code: The Contractors License Law does not apply' - - to an owner ot,property who builds or improves 4. • 4, thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). - 0 lamexernp,tunderSec. .B.&P.C. for this :easonr - . I hereby affirm that I have a certificate 01 consent to, sell-insure, or a certificate of Workers' - Compensation Insurance, or a certified copy thereof I -- . -. Sec. 3800, Labor Code). POLICY NO. . Copy Is fil;d with the city. - UJ D•rtied copy is hereby turni1hed.CL I 8 CERTIFICATE,OF EXEMPTION FROM' . ,Y. i WORKERS' COMPENSATION INSURANCE S . (This section need not be completedil the permit is for one hundred dollars ($100) or less) le '- 0 I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject 10 the Workers' Compensation Las 01 California, NOTICE TO APPLICANT: It, after making this Certi- - licate 01 Exemption, you should become subject to ' the Workers' Compensation provisions 01 the Labor 'Code, you must forthwith i comply with such. .1 ' provisions or this permit shall be deemed revoked. -- ---, ----'F,--- - 4 r 0 Iheréby affirm that there is a Construction I ,ilending agency or the performanCe of the work for. t - which this permit is issued (Sec. 3097. Civil Code) .- Z Id I Lender's Name 4. L. Lender's Address 7 4 ' BALL'POINt PEN ONI.'RESS HARD ' . 'i APPLICANT TO FILL IN IN FORMATIONr WITHIN SHADED AREA AND,CLARATIONS cARLsBADBuILoING;DEpARiMEN1'?U17 - PERMIT'. - -:" •.:, / 9 1200 Elm Carlsbad Callfarnla 92008 (714) 438-5525 - 1. - / JOB ADDRESS/J' ' ,. ' . , .. AV. ST. DATE OF APPLICATION - - : n- : .'R0'. - BUSINESS SE # ' VALUATION • . PERMIT NUMBER - 01 OWNER'S NAME 0 .. • - . ' OWNER'S PHONE PRIME CONTRACTOR -' CONTRACTORS PHONE II ZONE 7- 'jfl U\t to - OWNER'S MAILING ADDRESS CO RACTORS ADDRESS . LICENSE NO, PLAN I.D. # -BLDG USE CODE - I04 -- .- LOT bLOCK suBioivisi6N R PA2E DES!QNER ZO STATE LICENSE # STANDARD PLAN # 0 F(&TAJ %J tO *RIPTION OF WORK t) ILP sp&t_g- 114IL'( rJ(J ..LJ(kr.j - ' DE GNER'S ADDRESS DESIGNER'S PHONE t. - FLOP-11i -72-4 14 2 f•Ffv * YD y 0CC OP 3 'EDU STORIES - ' , - - • CENSUS TRACT GP LAND LISE PARKING SP CE RES UNITS - GRADING PERMIT ISSUED - REDEVELOPMENT - - TYPE 0CC LOAD FIRE SPR to4' I " 0 -YO N PLUMB CVT vDt NO .rD Not Valid Unless Machine certified - QTY. "a, OTY. MECHANICALPERMIT-ISSUE • "3o , . SUMMARY/ACCOUNTNuMBER-. - • EACH FIXTURE TRAP ®' j.5o - ' . • ,OO INSTALL FURN. DUCTS UP TO 100,000 BTU 4'O0 BUILDING PERMIT -- ' - 01-000-4220 00 50 P tEACH 8U1LWNGSEWER\ . ,• '' , 'i OVER 100,000 BTU SIGN PERMIT '' 01-000-4221 ' EACH W/TERHEATER AND/OR VENT ,, ___ BOILER/COMPRESSOR UPTO3 HP , - - PLAN CHECK ,. 01-000-4806 - EACH GAS SYSTEM 1 TO 4 OUTLETS - - - •- - - BOILER/COMPRESSOR 3.15 HP • , . - , TOTAL PLUMBING ' , 01-000-4222 - -' EACH GAS SYSTEM S OR MORE - . - METAL FIREPLACE • * . . - - -- ELECTRICAL • - - . oi-000- , - — 'EACH INSTAL,, ALTER, REPAIR WATER PIPE - , , - VENT FAN SINGLE DUCT - . - . MECHANICAL k-..-01-000-4224 EACH VACUUM BREAKER •"" _ ,,' MECHEXHAUST _HOOD/DUCTS - -, _.,' MOBILEHOME "-••:01-000-4225' WATERSOF.TNER k_,___,,-'(_- . _. ', RELOCATION OFEAFURNACE/HEATER _• _- ,.'.- MOBILEHOME PARK INSP. ,-,- , .• - EACHROOFDRAIN(INSIDE) __,,j . ' - .' --'•, _,' .',,_, SOLAR •--,., __-.01000-4226 - •- -- MECHANICAL ' -- - ' P - - - - ilit STRONG MOTION,. 65-640-0519 .-JJ-65 JOTAL_;LUMBING ___I_/ 5i9_ FIRE SPRINKLERS ____4 __01_000_4227 Q1Yt LECTRICALPERMIT _ISSUE 2. 00 QTY SOLAR ISSUE PUBLICFACILITIESFEE _250004933 BRIDGE FEE -NEW.CONST_EAAMP/SWTIBKR _ -.''.'-'' ' COLLECTORS ' - - -. ' SCHOOLFEE'DISTRICL- ___-, '----,•; $ 1PH/3 pff -- ' STORAGETANKS _•-v-_*,- -.-, 'CarIbad'--"65-623-0519 JEXIS"'IlLDGEA _ P/SWT/BKR - AUK STORAGE ______a OC Encinitas 65-624-051 9 1PH _- _"-1-3.PH PUMP -' _--' -•'.'. SanD(egu(to - _65-625-0519 ' -. - REMODEL/ALTERPERCIRCUIT - ' I, - -- , . - • PLANCHECKFEE - _, _ . - . San Marcos ' - - 65-626-0519 _. tJEMPPOLEVOOAMPS -. _o" __ - rØ4,ou _ " OVER200AMPS "'- _'i '-, ' •'- _p ' - '- _''-- . - .. '' _t'fr _-- __--. ___ ••- ____•' - 4TEMP OCCUPANCY (30DAYS) - __'' ' _- - , - - ____- ' ______ --p . l4 r'f"-''-4 P4 •4 _ ' • - ' - TOTALELECTRICAL 52. O TOTAL SOLAR' SI) / TOTAL FE'S PAY,BLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bytheBuilciing Official under the provisions ofthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATK)NS OVER Code shall CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Uthebthidngorwork .5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF hed authorized by such permit is not commenced within 180 days from DECLARATIONS ARE TRUE AND CORRECT AND) FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by Such permit is ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandon In the date of such suspended or STRUCTURES OVER 3 STORIES IN HEIGHT at any time alter the ork is commenced for a period 01180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND 7ANIGNATE OWNER 0 GONTRAcTO APPROV BY.'' • DE/ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF -- GRANTING OF THIS PERMIT. BY PHO - , INSPECTORS N ç'c INSPECTION TYPE : DATE . INSPECTOR / RIIIIflIN( I FOUNDATION - FIELD INSPECTION RECORD REINFORCED STEEL _ ____ __ _____ _________ REQUIRED SPECIAL INSPECTIONS MASONRY IN SPEC REQ. IF CHECKED INSPECTORS APPROVAL DATE GU4IITE OR GROUT - FLOOR & CEILING SUB FRAME . SOILS COMPLIANCE PRIOR TO FOUNDATION INSP . SIATHING STRUCTURAL CONCRETE OVER 2000 PSI FAME EXTERIOR LATH INSULATION d PRESTRESSED INTERIOR LATH & DRYWALL CONCRETEUt7 POST TENSIONED CONCRETE PLUMBING. SEWER AND BL/CO FIELD WELDING HIGH STRENGTH BOLTS PLUMBING UNDERGROUND SPECIAL MASON4 PLUMBING TOP OUT I _____ TUB AND SHOWER PAN GAS TEST PILES CAISSONS . ELECTRICAL \. - TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. G. F. I. - SMOKE DETECTOR I \- - MECHANICAL - DUCT & PLEM., REF. PIPING tO2V HEAT — AIR.COND. — SOLARSYSTMS VENTILATING SYSTEMS 40 CALL FOR FINAL INSPECTION WHEN ALL -APPROPRIATE-- ITEMS ABOVE HAVE) BEEN APPROVED. . .. JOB SITE FINAL PLUMBING ELECTRICAL MECHANICAL GAS - - BUILDING SPECIAL CONDITIONS CERTOF OCCUPANCY ISSUED t,-r, .- - :'-. .- • . .. • 0 -, - . 0 - - - .- • -' _____ ___ _____ _______ ... • 4 . . - - - ; - - 1 . 't:e ':.OAK '4 -iL MISCELLANEOUS FEE RECEIPT 01-000-4806 PLAN CHECK FEE LI VALUATION_____ 19~4 _____________________ Li DEMOLITION 01301 827 3/22 Owner '-iP t ,- ,' I .Ave I ant, Oil City - . ;In P-.fl Li HOUSE MOVING PARKS AND RECREATION FEE_______________ Contractor . A Address -. - - BLIC ::HOOL ::':: zig Tel State Lic/ - F . --- - City...... Lic.No. LiCadsbad ''-_- Li Encinitas COMPLETE FOR PLAN CHECK ONLY ' ..- Li San Diego Li '. San Marcos "Y El SSESSJRSPARCELNO Li - . DESCRIPTIONOF WORK Y . ,,._...- Li - 4. .• Li r 7 - •' ____________ , : ' .• ., . p 4 _.: ;.;•\-Li_•.5•-i-.! _______ -P Li P1ANID NO. __.. &. ... IL ER ADDRESS.; _1 *•/ Ilk . P • -$-.z — _______ _ ,PHONE, A, , _____dTOTALFEE$tO -.••- ' - CONTACT PERSON ____' _________-_' _._-'I-' WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN APPLICANT IN8O DAYS AND NO BUILDING PERMIT IS ISSUED BY THE FEE ARE / .. .• •.. • ., '#4I . - FORFEITEDTO THE CITY -. __- ___.-....•.-.--:. __• - .. -' .. •1 - .COMMENTS:-'_I _-• ______ at 'Signature of AppTn _____________________ Date -_- _______/_-._ —_I_• ______________.)___- L -;• - City of qarisbad .. MISCELLANEOUS 1200 ELM, CARLSBAD6V ,92008 • TEL. (714)438-5525 RECEIPT '." .• k ! (1) Finance (2) Data Process -Gold — Assessor- A' ,•-• .- -. V çç - .1 M..- APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT £' 1907 SE 438.5541 ISSUED BY FOR APPLICANT TO FILL I • 1I f/ .RIiII I At/fl 7 J DATE ISSUED ADDRESS OWNER /' mkty/.ck k' MAILING - 1?LA) — CONTRACTOR 2 4, CONTRACTOR'S -. ADDRESS V-I . NEW, BUILDING " EXISTING BUILDING LEGAL DESCRIPTION I uS 573 REMARKS: .54 .LATERAL LOCATION .t. . .. ST ATERAL NO IlT,l I ATI(ThI flTI VALIDATION I I...., LATERAL CHARGE COMPUTATION 4 STANDARD 4" (Max. H. 30', V. 10') OVER 3O'H. FT. OVER10'V. _____ ______ FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ ________ FT. OVER 10'V.-@ ______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE ________COST PER FT. _______TOTAL OTHER ' •. CONNECTION FEE NO. UNITS COST PER UNIT:-TOTAL- PUMP STATION FEES NO. UNITS ______ COST PER UIT TOTAL TOTAL CHARGES (LATERAL ETC.) / . WHITE EngineerIng GREEN Finance YELLOW Sanitation PINK Building GOLDENROD Permitter COMPLETE IN DUPLICATE AND POST WITH THE INSPECTIOJRECORD CARD THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: /C 1 Si SITE ADDRESS O, ,& - UJiLS&1 b : Number Street City EXTERIOR WALLS Manufacturer OWENS CORNING Thickness/Type R Value CEILINGS Batts: Manufacturer. OWENS CORNING Thickness/Type ' R Value • 4i: Manufacturer Thickness/Type . No. Bags Wt./Bag • • Sq. Ft. Covered RValue - is... • FLOORS . . Manufacturer.__ Thickness/Type 3& R Value 1/ - - Sk1B-N--&ftAO€ - • Manufacturer, ____________________ Thickness/Type . R Value Widh of Insulation . Inches QNDAT 10 N—WAS . Manufacturer . '- . Thickness/Type R Value • GENERAL CONTRACTOR • -. . LICENSE NUMBER BY -. TITLE S DATE .1 NSULAT I N CONTRACTOR. DANA JOHNSON INSULATION,INC. • LICENSE -NUMBER 306493 BY kQ3.,OQ TITLE. Authorized Representative DATE BI-Form #121 22175 •• - S. . ç ) IIQ irp at iLansyjaa. -<. Submit l fully dimensioned plot P1anshowing location size, ddrawn to sca use of all existing and proposed structures on the lot. 'Identify property lines and JURISDICTION: . DATE___________ PROJECT ADDRESS: iØ1o Oic-1 TO: PLAN CORRECTION SHEET.. SINGLEFAMILYANDDUPLEX _DWELLINGS Plan Check No. Date plans received by jurisdiction_______________ Date plans received by plan checker______________ Date initial plan check completed S'Oy_ff 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 based 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 to 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. A. 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: 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. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. Sec. 302(b) Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of •street or alley to property line and distance from curb to property line. Sec. 302(b)7 J Plans, specifications and calculations shall be signed, by a California State licensed engineer or architect. (California Business and professions Code) B. F'IRE.PROTECTION )4.. 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) . Projections, including eaves, may not extend more than 12, inches into the 3 foot setback from the property line.. Sec. 1710 and Sec. 504(b) Projections, 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 line. Sec. 1710 Show location of permanently wired smoke 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) Habitable rooms, other than kitchens,. shall contain at least 70 square feet of floor area. Sec.'1207(b) /.Window areamust 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 3..8' Openable window, area must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry.roomsand similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half of all required window area must be openablie in - 30 Provide chanical ventilation capable of providing five air changes per hour in - ' bathrooms, water closet compartments, laundry - rooms and similar rooms if required windows isO not provided. Sec. 1205(a)_çf . o habitable room, other than a kitchen, hall be less than 70" in any dimension. ct/1207(c) - - 3 how that ceiling height for habitable rooms is a minimum of 76". Sec. 1207(a) - S - 33 ?Show ceg height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'O". Sec. 1207(a) 4. Provide 30' clear width for water closet compartments and.24" clearance in front of water closet. Sec. 1711(b) 1< No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing. L,\ adjacent to such doors and, glazing adjacent' to walking surfaces. Sec. 5406 3.?'. Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) . Sleeping rooms shall have a'window or exterior door for emergency exit Sill height shall not exceed 44" above the floor. The window must have an openable area of At least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 Eaves and cornices may not project into 'a required yard,more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) Amezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent' of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below, and must have 65% of the long side open to the room below. yf. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story___________________________ D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) 541. Required exit doorways shall be not less than 36" in, width and not less' than 6'-8° in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) Y. Provide 36" high protective railing for porches, balconies, and open sides of landings'. Maximum opening between railings shall be / less than 9". Sec. 1716 4A. Show how guardrail' connection details are V adequate 'to support 20 pounds per Lineal foot at a right angle to the top rail. Table 23-B Provide' stairway and landing details. Sec..3305(b) & (c) a. Maximum rise 8" artd minimum run is 9". b.. Minimum head room is 6'-6". c. , Minimum width is 30". • ' ' 5,. Handrails shall satisfy the following: Provide handrail for 'stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) >P Handrail shall be 3,0" to 34" above the nosing of treads. Sec. 3305(j) Handrail projecting from a wall,shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Sec.' 3305(j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of, stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) A door may. open inward at the top step of a stairway provided, the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(i)2 .811 Provide details of winding stairway. Minimum tread is 6 inches, at any point and minimum 9 inches at a point 12 inches from the side of the, stairway. Maximum rise is 9 inches. 'c. Minimum width is 30 inches. Sec. 3305(d) (see attached) '5. Provide spiral stairway details: Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum-headroom is 6 feet 6 inches. Sec. 3305(f) 7' (see attached) 6. Sprial stairways may not be-used for required exits when the area served is greater than 400. sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches .between the column and handrail. Sec., 3305(f) . Provide I.C.8.O. Reasearch Report and Number for metal stairway, or submit plans and calculations' and approved fabricator registered with the Building Department or note that the stairway fabrication' shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sec. 306(f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the' exterior wall below or within 10 feet horizontally of an exterior stair- way. 'An exit balcony with 2 separated stairways is exempt. Sec. 3305 0. Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) /6. The walls and soffitsofthe enclosed useable space under interior of shall be protected on the enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m) Minimum construction. specifications shall be made a part of the approved plans. (See attached) E. ROOFING Specify roof pitch. 711. Roof pitch is not adequate for roof type specified. Specify minimum pitch of__________ 7 '. Specify roof material ad application. 7,,3. Specify I.C.B.O. approval, number for roof materials not covered in USC. 7/. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) . Show roof drains and overflows. Sec. 3207(a) Provide skylight details to show compliance with Sections 3401 and 5207 or provide tCBO approval number. 71/ Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is,at least 3 feet above ceiling joists. Sec. 3205(c) B. MASONRY Provide fireplace construction details or . note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sea. 3002, 4,5,6, and Sec. 2516(a) regarding ties and %9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 84 Note that cleanout openings shall be-provided at. the bottom of all cells to be grout filled over 4', in a single pour. Cleanout shall be sealed before grbuting, 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, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that' special inspection of the masonry will be required for_________________________ G. GARAGE AND CARPORTS' l.Garage requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling. Table 5-B Sec.503(b) 1,61.A1l elements supporting floor above garage to have one-hour fire-resistive protection on the .garage side. Sec. 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 8" by 8" post. . 142. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Sec. 503(d) l3. Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 1'4. Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 lJ5. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method Of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-I V6. Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does 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, and the door must not swing over the depressed level. (See 3303(i)2 and 3305 (g). 1fr. Provide 18" raised. platforms for any FAIl, water heater, or any other device which may generate a flame Or spark. l,ft4. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. H. FOUNDATION REQUIREMENTS l9. 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. IAO. 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 14. Note on the plan the, soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 1/2. The foundation plan does not comply with the soil report recommendation for this project_____________________________________ l. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab' and building pad preparation. 1/4. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the 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 , backfilled and compacted', and: the foundation excavations, forming and reinforcement comply with -the soils report and approved plan'." l. Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or arôhitect.. Chapter 29 126. Show height of all foundation walls. Chapter 23 J4"7. Show height of retained earth on all foundation walls. Chapter 23 138'. Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 29 Note on plans that wood 'shall be 6" above finish grade. Sec. 2417(c) 7. JJ. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) ijl. Dimension foundation per Table 29A. TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER - THICKNESS OF OF . OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Inches) (Inches) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (Inches) 1 '6' 6 12 6 12' 2 8 8 15,7 .18. 3. 10 10 . 18 . .8..: .24. NOTES: Where unusual conditions or frost coditins' are found. footings and foundations c)vsll be as required in Section 2907 (a) The ground under the floor may be excavated .tothe'elevation of the top of the footing. 172. Show foundation sills to be press'ur& treated, or equal Sec 2517(c) 3 . )63. •Show foundation bolt size' n'th,sàitg. Sec 2907(e) l/4. Specify size, ICBO.,number and mnufacturer of power driven pins. Show 'edge and end distance and.spacing. Sec. 306(f) l$. Show size, imbedinent'and location of hold down anchors on foundation plan. Sec. 2312(f) 1_è(. Note- on plan that hold down anchors.must be tied in place prior to foundation inspection. Sec. 2312(f) Show adequate footings under, all shear' walls. Sec. 2311(e) l. 'Show, stepped footings for slopes steeper . than 1:10.. Sec. 2907(c)' Show minimum 18" clearance from grade to bottom of floor- joists and minimum 12" clearance to bottom of girders. Sec. 2517. I0. Show pier size, spacing and depth into undisturbed, soil. Table 29-A i#f. Show minimum under floor access of' 18'x, 24". Sec. '2517' . . 1. Show minimum, under floor ventilation equal to 1 1/2 sq.ft. for each 25 lineal feet - of exterior foundation with, openings as - close to corners as practicable to, provide 7 cross ventilatiàn on at least two approximf€e- - ly opposite sides. Sec. 2517 I. FRAMING Show all joists, rafters, beams, and posts. 2" to 4" thick to be No. 2 Grade'Douglas - Fir-Larch or better. All posts and beams 5" and thickershall be No. I Grade Douglas - Fir-(.arch or better. (Table 25-A-I) 14': Show wall, bracing. Every ex€erior wood stud wall and main cross partition shall be braced at each end and at' least' every 25 feet of length with 1x4 diagonal' - let-in brace or equivalent. Sec. 2518(g)5 Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported' laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at.ends and at supports of floor joists, and fOr rafters at exterior walls. Seci 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be. doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter. ties.shall be spaced not more than, 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 de grees to the horizontal. .Sec.'2518(h) X Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading. will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g4 )fl'. Sho'naiI1i-ng willbe in compliance with - 'Table 25-P.' iji. Provide fire stops between stories, between top story and roof space, at ceilings - and floor levels in interior and exterior - walls, in mansard roof or eyebrow so no concealed Or furred space is greater than 10' horizontally-or vertically, between stair stringers at top and bottom, and between studs along and in line with stair run adjoining.stud walls and partitions, at perimeter of sliding door pockets, between chimney' and wood frame using metal or incombustib'les for the fire' stop and at other places that could afford passage of flame. Sec. 2517(f) 14. Show stud size and spacing.. Maximum allow- able stud heights:. 2"x4"@ 16" is 14'; 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 //3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) J/4. Detail all post to bethn and post to footing-" connections. Sec. 2517(c) 4 l). Specify nail size and spacing for all shear walls, floor and roof diaphragms. indicate required blocking. Maintain maximum diaphragm dimension' ratios. (TablesI,J,N). - 1,16. Show 3"x4" or 2"x6" studs in first story' of three story building. Sec. .2518(f) ii4. Provide truss details and truss calculations. 1?8'. Provide roof framing-plan. Sec. 302(a)7 Provide faf4ng 'sections' through 4. _____________ th' 'ction 302V btj) 7 8 Specify all header' sizes for ope'ning over 4' wide. Sec. 2518(g) 7 I4 Provide calculations for_____________________ Section 302(a) 7' . In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting - ,at' least 2" above the finished grade and shall' bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 lI3. Show location of attic access with minimun 2. Show access to the attic or under' floor to minimum ' size 22' x 30. Sec. 3205 , furnace be 30 inches by 30 1,14. Show draft separation for attic areas inches. Sec. 708 & 709 (INC in excess of 3,000 sq.ft. Sec; 3205 , 2/9. Note that ,passageway'to the attic furnace shall be unobstructed and have continuous Show draft separation for space between solid flooring not less than 24 inches dropped ceilings and floor above in excess wide. Sec 708 UMC of 1,000 sq.ft. Sec. 2517 / 1/'6. Specify and indenti- plywood grade panel 2yd3. Show permanent electrical outlet and lighting fixture controlled by a switch fication index. Table 25-J for the attic furnace. Sec. 708 (INC 1p. When roof pitch is less than 3:12, design l. Show details to comply with Section '709 ridge as a .eam. Sec. 2518 (h) for furnace under the floor, Section 708 for attic furnace, or Section 710 for l&. Wood shear walls shall not be used to roof or outside furnace. resist horizontal forces contributed by 24. Note on plan, gas vents and non-combustible masonry in buildings over one story in ' piping passing through three floors or height. Sec. 2516(b) ' , , less shall be effectively draft stopped 09. Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. (JBC Sec. 106(a)6 board and gypsum wallboard shall not be Used in vertical diaphragms to resist ' K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I Code. 1/0. f cripple wall studs are-less than 14", z1. Note on the plan the amperage of electrical framing shall be solid blocking. Sec.2518(g)6 service. 1. Cripple wall studs exceeding 4 feet in 2,12. If the electrical installation is more height shall be 3 inch by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories. and provide a single line diagram and Sec. '2518(g)6 ' , , load calculations including: Show plywood sheathing over exposed eaves,' Wiring method employed. or other weather exposed' areas, is exterior Sizes of all conductors, switches, Sec. 3 .2517(g) ' circuit breakers, fuses, and conduits. , , 4I grade. ' ' Approximate length of service feeders. ' Show a weep screed at the foundation plate 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' Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) - Dwellings require minimum 100 amp service. l). Specify an approved flashing for exterior ' 32(' Show location of all electrical receptacles. - 7 openings and parapet walls,..---Sec. 3208 , 2SElectrical receptacle' locations and/or 116. Show corridor width to be minimum 36". ,. , spacing is not adequate in - . Sec. '3304(b) ' l. Specify truss layout for 30' x 30" attic'2/6'' At least one receptacle shall be installed access. Ridges, hips, and valleys shall be at outdoors, in basements and 'attached garages, other than laundry outlets Art. 210-25(b) / least one size larger than supported rafters.; Sec. 2518(h) 3 Show minimum dwelling lighting (NEC 210-26(a) and GFI'S in garage, baths • Provide metal straps across ridge beam c,Art. and outdoors. NEC Art. 210-8(a). and rafters. Ø Note "UFER" ground to be provided (NEC). J. MECHANICAL ' ' Art. 250-81 All heating, ventilating, and cooling systems ' and appliances shall comply with the Uniform Mechanical Code. - -, L. PLUMBING' (Uniform Plumbing Code) fo. Show the size, location and type of all ' - heating and cooling appliances or systems. All plumbing shall comply with the Unifrom ,. Plumbing Code. l. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. 3%. Show water heater size, type and Every dwelling unit shall, be provided with location on plans. ' heating facilities capable of maintain- , Show' method of providing combustion air • ing a room temperature of' 70 F. at 3 , to fuel burning water heater. Sec. 1307 feet above the floor in all habitable - ' 2/i Fuel combustion water heater shall not be rooms. Show.basis for compliance. UBC installed in bath or bedroom or in a closet Sec. 1211 . opening into bather bedroom. Sec. 1309 3. Show minimum 30" deep unobstructed working . ' 2. Provide adequate barrier to protect water space in front of furnace. , heater from vehicle damage. Sec. 1310 2. Note on plans,clearances to be per manufac f' Show'T and P valve on water heater and turers listing. Sec. 704 UMC show route of discharge line to exterior 5. Furnace shall not be installed under any Sec. 1007(e) stairway. Sec. 704 (INC 'Provide dryer vent to outside. (INC 2/c. Furnace shall not be installed in any Sec. '1903 bedroom, bathroom, closet, or in confine Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, ' backflow prevention devices. Sec. 1003 enclosed furnace or electric heating app e. Sec. 704 UMC. 34'. Shower stall shall accomodate a 30"circle and have a' minimum floor area of 900 ,sq.in. • 2j7. Show ICBO approval for prefab fireplace . UPC 909(d) , and provide approved installation instructions • • , at job site. ' ' M. NOISE INSULATION (DUPLEXES) ,2. Outdoor pools with fossil fuel heaters 260. 'Show details of duplex common (party) walls / require pool covers as well as other energy saving devices such as time clocks, etc. and 'floor/ceiling assemblies to achieve T20-1406 a Sound Transmission Class (STC) rating in walls of 50 décibles and an Impact o. MISCELLANEOUS Insulation Class (IIC) rating on floor! ceiling of 50 decibles. Title 25 Show a minimum 2' air soace and flashing between' planter and building walls. 2611. Show how penetration of assemblies for Sec. 2517(e)' piping, electrical devices, recessed. cabinets, bathtubs, soffits, or heating ventilating, ' 3 2. Specify material to be used under the exhaust ducts shall be sealed, lined, ,or ' shower tile. Sec. 1707(a) J or insulated' to maintain required sound transmission rating. Title 25 - 3Q~. Specify lath and plaster to comply with P Chapter 47, USC. 62. Provide insulation in walls and ceiling 3/. Two 3/4 copper pipes must be installed to achieve STC of 50 between garage and ' from water heater location to convenient living area if garage use is not controlled location of future solar panels (City Ord.) by resident Title 25. - - 30/' Provide sleeves (roof jacks) in roof for N ENERGY CONSERVATION two future 3/4" copper pipes to 'cunvenient l. All additions to existing residential ' , location of future solar panels (City Ord.) buildings must comply with Title 24 30. Note that solar water piping is to be insulated', energy regulations. Additions exceeding , -- in areas that are not heated or cooled. 30% of the existing building requires the (City Ord.) • existing and addition to have R-19 ceiling 3/7. See attachment for roofing requirements. insulation if the existing ceiling area is accessible for insulation installation - - / (T20-1401(c) . Specify the insulation R- valves for walls, - - - roof and ceiling: (R-ll for walls: R-19- for ceilings, or provide details and analysis for alternate design. T20-1403 Table A & 28. 2 Specify the gross floor area or heated • 'portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) 274'. Provide an analysis justifying increasing the single glazed area beyond 16% of the - gross floor area. Show method to reduce heat loss to that which would occur with - NOTE: -basic glazing. (T20-1402,def.) - The plans were reviewed based on the information shown on 2/. Provide energy analysis to show that the bonnet capacity' of the gas central furnace the plans. If the plans are in error, or changed during does not exceed the building design heat - construction, the permittee shall contact the Building loss by more than 30%. (Exceptions: 48,000 BTU Hr. output furnace. See also Department for review and prior approval before proceeding California Efficiency Adjustment.) T24-1404 with the work: - - 2/6. 'Note on plan that all tranverse ducts, • plenums, and fitting joints of HVAC system Building plans are substantially corrects shall be sealed with pressure sensitive and complete. - - tape or mastic to prevent air loss. T20-1404 ' 2j7. Note on plan that insulationof ducts shall By: conform to UMC Section 1005. (T20-1404) - ' Date: 274. Note on plan that- all doors and windows to the exterior or to unconditioned areas - shall be fully weather striped per ANSI '1 Building plans would be substantially correct Standard. (T201403). - ' and complete if minor corrections are made Note on plan that back draft dampers are - at counter. - required on all fan systems exhausting air from the building. T20-1403 - By:23fl4P'.S"( 0. Electrical resistance space heating shal,1 not be used unless: ' Date: 60% of heating/cooling-is supplied ' by a nondepletablesource. -' , 0 Building plans require major corrections and - supplements a heat pump system. ' C. less than 10% of total heating system. complete plan recheck, by plan check d. life cycle cost analysis justifies. 'engineer, is required. T20-1404 Note on plan thét all heating and cooling - By:__________________________________ - equipment efficiencies shall conform to - Title 20-Chapter 2, Sôbchapter 4, Article 4. - Date: _- 3/2. (75% for forced air furnaces). Note on plan that' no, natural gas, central - If you have any questions regarding this plan check, please heating plant may be installed without • -' an Intermittent,Ignition Device. T20-1405 call - at________________ Electric resistance water heating is not we would also be pleased to meet with you, at no charge, if permitted unless verfied as- cost effective by a life cycle cost' analysis. T201406 additional assistance is needed.- - ' ' Ordinary roof coverings may be used only. on buildings of Group M occupancies (City Ord 8093) One layer of 72-pound mineral surfaced glass fiber felt cap sheet, i - TWO laser'. of Type ic asbestos fiber finishing kIts Any Class A or It prepared roofing. Fire-retardant roofing is required on all residential Any Class ( mineral surfaced asphalt shingles laid so that there are dwellings per City Ord. 8093. . . . not less than two thicknesses at any point and the total weight per . roofing square is not less than 235 pounds. (. Asbestos-cement shingles or sheets. . . . 1979 EDITION . UNIFORM BUILDING CODE . 3203 . 7. Concrete slab roof. . . . . ): Metal roof covering. . . (e) Fire-relardant Roof Coverings. A fire-retardant roof cos:ering shall . Slaie shingles. . be any one of the following roofings: Clay or concrete roof file. . Any Class A or B built-up roofing assembly. u: Any roof covering systems of ssood shingles or shakes having a 2. Any mineral aggregate surfaced built-up roof for application to Class B rating. . . roofs having a slope not more than 3 inches to 12 inches applied as specified in Section 3203 (d) I consisting of not less than the following: . . Roof Deck . A Special Purpose Roof complying with UBC Standards Solid surface on noncombustible materials or minimum of ½-inch . I32-14 be 't:: provided the building plywood O stories or I-inch nominal boards or other material approved by . ;: n in height; (2) not more . . . . ' the building official. .. than 6,000.S.F. of projected roof area; and (3) there is Base Sheet and Plies . . . . . .. a. minimum of 10 feet from the extremity of the, roof to . . the property lines on all sides. (City Ord. 8093) . . , .Four layers of Type 15 perforated organic fiber felt, or Three layers of Type IS organic or inorganic fiber felt,.and , . . . . . . Surfacing Maieriàl . UNIFORM BUILDING CODE STANDARD NO 32.14 . . . 400 pounds per roofing square of gravel, crushed rock, ceramic or . , . SPECIAL PURPOSE ROOFS . .. . approved similar surfacing material, or . . 300 pounds per roofing square of crushed slag. Wood Shakes and Shingles with Asbestos Felt (See U.B.C. Standard No. 32-5 for mineral roofing aggregate weigh- •,' Sec. 32.1401. (a) Wood Shakes. Special purpose wood shake roofing shall con- ing less than 60 pounds per cubic foot.) . . . form to grading and application requirements of Chapter 32 of the Uniform Build- 3.g Any built-up roof for application to roofs having a slope not less m Code for shakes. In addition, the deck shall be constructed of :s-inch plywood ' than ½ inch to inches applied as specified in Section 3203 (d) 1, !2 ssith exterior glue or I.-inch nominal T and C boards, overlaid with a layer of ap- .. ' consisting of not less than the following: . . ' - proved asbestos felt lapped 2 inches on the horizontal and vertical joints. An 18-inch Roof Deck ' . - side strip of the same asbestos felt shall be shingled in 'between each course'of . . shakes in-such manner that no felt is exposed to the weather below the shake butts. Solid surface on noncombustible materials or minimum of "s-inch . . Wood Shingles. Special purpose wood shingle roofing shall conform to .-. plywood or I-inch nominal boards or other material approved by grading and application requirements of Chapter 32 of the Uniform Building Code the building official. . . .. for shingles. In addition the deck, whether of spaced boards or solid, shall be over- Base Sheet and Plies, laid with a layer of approved asbestos felt lapped 2 inches on the horizontal and ser- Two layers of Type 15 organic fiber felt, or tical joints. One layer of 14-pound glass fiber -felt base sheet, or combination . . Asbestos Felt. Approved asbestos felt for special purpose roofing shall weigh . sheet, or not less than 12 pounds per too square feet, be not les than .022 inch in thickness, . . , One layer of Type 30 organic fiber felt, or . non-bituminous saturated, containing a fire- and water-reiardaiii binder, and rein- . . . One layer of Type 45 asbestos fiber felt base sheet, and Ibreed with glass fibers running lengthwise of the sheet not more than . inch apart. Cap Sheets . Wood Shakes or Shingles with Gypsum Board Underlayment . . . One layer of 90-pound mineral surfaced organic fiber felt cap sheet . Sec. 32.1402. Special purpose wood shake or wood shingle ruofitig shall conform - (requires not less than two layers of organic fiber felt), or to the grading and applicatiomt requirements of Chapter 32 of the Uniform 13ui1d1mig Code. tn addition all underlaytnent of ½-inch Type X gypsum board shall be placed Two layers of 55-pound mineral surfaced organic fiber felt split under the solid or spaced sheathing. sheet, or One layer of 80-pound mineral surfaced asbestos fiber felt cap sheet, or I / / INTERDEPARTMENTAL INFORMATION SHEET ECEIVED BUILDING DEPARTMENT DA R221982 BUILDING ADDRESS (192-& 7 - uUdng Department ANNING DEPARTMENT NE_R/73Q0 LOT SIZE LOT WIDTH__________________ UNITS ALLOWED / UNITS PROVIDED__________________________ PARKING SPACES REQUIRED PROVIDED % COVERAGE ALLOWED _PROVIDED ,/ BUILDING HEIGHT ALLOWED PROVIDED FRONTSETBACK: SIDESETBACK: REARSETBACK: ALLOWED PROVIDED INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ii/,4 ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: £4&tA2Z-v't- \L/,j,jJL / /Y)44A.4t /-C a ,tr-eL - Al fr OK ISSUE DATE//cK TO FINAL DATE_________ ENGINEERING DEPARTMEN R.O.W. INDUSTAL WASTE IMPROVEMENTS_______________ SEWER CONNECTION DRIVEWAY LOCATIONS 55 GRADING PERMIT _EASEMENTS DRAINAGE__________ LEGAL DESCRIPTION 1 ADDITIONAL COMMENTS .i. DII..L I(t% I% iLYT OK TO ISSUEOJIJ/DATE OK TO FINAL DATE________ FIRE DEPARTMENT S SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS S EXITS__________________ FIRE HYDRANTS S LOCATION______________________ ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE rIAXUlUrI OVERALL SPAN OR LUIIBEN'AS NOTED. . 2X4 TOP 2X4 BOT. 2X6 TOP EN.SEL.STR.OF 364 48 8 48 8 ELECT STR. OF . 34 9 48 8' 48 8 10. 1 DENSE OF 35O• 48.8 48 8 1ur8ER I OF 40. 2 DENSE OF 32* 10' 444 48 8 'UMBER 2 OF 311 3910 4510 CONSTRUCTION OF GENERAL NOTES WES MEMBERS 2X4 STANDARD OF FLATES SHALL BE CENTERED ON OR AS NOTED ON DESIGN 04 J b EACH JOINT ON LhCH FACE Or TRUSS UNLESS OTHERbIISE FERNANDO SANCHEZ C1 IL MINIMUM PLATE SIZES ARE NOTED BY DIGITS, IN INCHES. OF CX LOADING FORCES REACTIONS ALL LATERAL BRACING, T(P0R- a-A ART AND PERMANENT, SMALL BE a 426 20 5 . 755 7 III 0-C -2656 C-F 3762 6-F -3I3 C-F C ?so 670 DESIGNED AND PROVIDED BY - OTHERS. - TRUSS 69SIGH REWIRES 1x3 CONTINUOUS LATERAL BRACD4G WHERE No= BY ksr1(•). • - F . . IMPACT BRIDGING OR LATERAL BRACING IS RJSC4IQ6D) WHERE SHOW (•a). DESIGN ASSUMES THAT LATERAL HEEL PLATE . BRACING IS PROVIDED AT MAXI- PL_aTIZE MA SPAN . . 61)14 SPACING OF 3-0 ALONG -: - . TOP OE)6) AND 10-0 ALONG - a' i' BOTTOM CHORD. ,35 3: •D 35 29 2" . . . - - DESIGN ASSUMES THAT ADEJATE CENTEA LIVE QPt AS 57R00 DRAINAGE IS P66)VID. Alt. splice 4" or " C 2x6 T. -. - G35 2x4 T.C. 2X14 T. C. - G546 a.I' BUILDER OR ERECTION Cl • . '355 2x-3 T. . . THArOR IS RESPONSIBLE R . PROPER WOOD TRUSS rNSTALLA- \ . . . . . 2" 12 No splice 035 . PROVIDE 3k" 11111. BEARIN . G Splice: . 0 WIDTH AT SuPPORTS UNLESS G58 2x14 T.C. B \ Two braces required - O THES*'ISE NOTED. G68 2x6 T. C. on sons over 40 0" - DESIGN DI ACCORDANCE WITH 197 NOS WTPI-76 12 SPECIFICATIONS- 31 k 332 31 Alt. splice: E to 48 , 811 F . i7ice G re . G55 to 145' 2" . . - • . G35 to 3141 11" . - . . . . . 48' 8 MAXIMUM SPAN 5 LBS. CEILING REDUCTION TAKEN FOR AXIAL STRESS ONLY - . . - Camber to L/720s- LOADING (PSF) ' ' SPACINC 24.0 we 4161OR PLATES ARE TRUSSP4A34TS TP-400 C SERIES 20 OR - . S1'fl(.H i.ixia DESIGNED BY CHECKED BY I's' '2.-2' - TOP CHORD L I YE. 16.0 GAUGE GALVANIZED STEEL WITH 3/8 INCH I.CNC T!.ETH TB A STAGGERED - TOP CHORD DEAD 14.0 ALLOWABLE STRESS, PATTESOI or 7.11 TEETH PER SQ. IN. (RER TO iaó REPORT 110. 1626 - cnDTe,,cn,nè • DATE 5/29/79 90110,1 CHoRD,,' lO.0 .18 INC. FOR SHORT TIME AND S8C REPORT 140. 7268-77). 'Q6 SERIES ARE SPIAL TP-400 - P0. Box 147 DRAWING NO. ?_l48LIl4OL4/I4 TOTAL ' '';-' 400 LOADING CORD- 25 Z.. C(1l}X'TQ5tS WITH EVERY THIRD R OF TEETH AND NDL.ES OI4ITTED.' . ElCajon.Cslufronie92ofl' - FILE NO. . . 5-25-1 ,. 1- 1AXIY1IJI1 OVERALL SPAN 2X4 2X4 . FOR LUMBER AS NOTED. TOP BOY TOP• UI6I4( - WES MEMBERS 2X4 STANDARD DEN-SEL.STR.OF 35- 0- 136 o4o. I DENSE OF 33. 7 1 a 16 a 1 38 OR AS NOTED or B ;Ø NUMBER 2 OF 288 31 • 1 368 GENERAL NOTES CONSTRUCTION OF 26 2 25 5 .. V - PLATES SHALL BE CENTERED ON LOADING - . FORCES V REACTIONS V EACH JOINT ON EACH FACE OF - £ 3U £ III . A-I -3015 A-C 2927 I-C 603 . A -1332 - V V I 76 I-C -2147 £- 1170 C-C 777 . . • . S UNLESS OTHERWISE V V V DIMENSIONED. MINI)SJN PLATE SIZEs ARE NOTED BY DIGITS. n INCHES. V V V V V E ual V . ALL LATERAL BRACING, TE1UOR V V V V V V q V ANY AND PERNAN7AT, SHALL. BE V DESIGNED AND PROVIDED BY OTHERS. TRUSS DESIGN REQUIRE I.x3 HEEL PLATE. V V V . V V V cONnuous LATERAL BRACING PLATE SIZE MAX -SPAN V V V . WHERE NOTED BY ASTERICE (*). 38 35 81. V V TRUSS SYMMETRICAL ABOUT V • IMPACT BRIDGING OR LATERAL V 335. 28 21*VVV V V V V CENTER LINE EXCEPT AS SHOWN BRACING IS RECONMIJIDED WHERE 3l4 V 22 6" V V * V V C V SHOWN Equal VV Alt. splice V G115 . V G34 2x14 r. c: 2 V DESIGN ASSURES THAT LATERAL V V ...044 2xS T. C. ---t.-1-L. -..*:!::---1 BRACING IS PROVIDED AT MAXI- V V 4 NIDI SPACING OF 3-O ALONG V L/20+__1 . V 21 \.. V TOP CHORD AND 10'-0" ALONG BOrPOM CHORD. V \ V V 056 splice V V . V . DESIGN ASSUMES THAT ADEQUATE V V V 032 no splice V DRAINAGE IS PROVIDED.V V \V . V V V V \. V V • THE BUILDER OR ERECTION CEll- V TRACTOR IS RESPONSIBLE FOR -V PROPER W()30 TRUSS INSTALLA- V \ V 4.0 . . V . .. . . TIET. V V L/lO+ . . N V :- PROVIDE 3" MIN. BEARING, V V V V r V N WIDTH AT SUPPORTS UNLESS OTHERWISE NOTED. V V V V V V V • V . DESIGN- IN ACCORDANCE WITH. . . .2XII V -- L I ..i 19 NOS AND TPI-78 V V V) Splice V V 034 Alt. splice . SPECIFICATIONS. V V no splice 8 MAXIMUM SPAN 5 LBS. CEILING REDUCTION TAKEN FOR AXIAL STRESS ONLY . V . .. Three equal panels -'bottom chord Camber to L/l000+ V LOADING (PSF) . SPACING ..o O.CV CONNECTOR PLATES ARE TRUSSPONENTS TP400 G SERIES ARE OF 20 OR DESIGNED BY 11 - TOP CHORD LIVE 25.0 . - . 18 CADGE GALVANIZED STEEL WITh 3/8 INCH 1Q16 TEETH IN A STAGGERED BuSTTCHi(iiIL] CNECKED BY TOP CHORD DEAD-. -7.0 ALLOWABLE STRESS . PATTERN OF 7.11 TEETH PER SQ. IN. (REFER TO ICHO REPORT NO. 162 . V eoetsnI)..00lre.uonInc.V DATE 5/ 8/79 V V BOTTOM CHORD IO.0 INC. FOR SHORT TIME AND 55CC REPORT NO. 7268-77). VGN SERIES ARE SPECIAL rp-400 •* :L'1 P.O. Sox 147 V DRAWING NO- TOTAL - .42.0 LOADING CORD. IS x NNECTORSWITh EVERY THIRD ROW OP TEETH AND HOLES olurrEo. :- - •.' El CsIon.Calsfornla 92022 - FILE NO. . V •,. V, V V -. V. - . - V S • - I - V. 4 - S l4 *1 •( -V•5 "VV A 01 .,.TV_*.•VIV .,.., - - C A 4. Hip 12-14 '7 Single member .t 4.0 Block -I - # - .4 .. - - ' F -.- - -- -• -: 711r41-ljn GRADE OF LUMBER Hip Set to 31'-0 TO? CHORD . 2X.4. NUn8ER.0. OF - - - .. Hip Il - set back 8-0" from end wall.. - aorroM CHORD 2X.4 "UMBER .1 OF .' . . - .' '- Hip 12 - 14 Single member truss spci. 24 o. C.' WEB PFEnBERS 2X 4 STANDARD OF S OR AS OTCO ON DESIGN .- LOADING - FORCES. REACTIONS . £ 30$ 1-S -655? A-F 4324 0-7 1741 £ 3661 - - S 333 C 4*0 '. 0-C -1221 T-0 6373 7-C 2420.. C 233 14 473 C-C S373 C-I4 0037 C-C 64$ . . 0 34? I 406 . 01 -$370 n-C 003? 0-0 -723 . .. . 0-N 473 Hip 11 - TwO complete truss ....................... Join together with 16d nail GENERAL NOTES - .• PLATES SHALL Be C$TERED ON - - . . . EACH JOINT ON EACH race or es required. . - . . - TRUSS UNLESS OTHERWISE a staggered 12" o.c.- throughout'* . -- - DIMENSIONED. .. russ a h ES 0 XMINum PLATE NOTED BY DIGITS, IN INCHES. 9323 \ -. ... ALL LATERAL BRACING,. TEItPOR- - FERNANDO i. ' r.A:o £eER 124- g ARY AND PERMANENT, SHAM Be- SAUCHU SAHCHIZ otsxoto AND PROVIDED By CIVIL ci OTHERS. .p4•0 , U. OF CP -. •muss DESIGN REQUIRES Ix] CONTINUOUS LATERAL BRACING - - - . - - - WHERE NOTED BY ASTERICK (6) - . . IMPACT BRIDGING OR LATERAL : BRACING IS RECOA4MS24DED WHERE SHOWN (). - . 14 - - - I...._ . . -DESIGN ASSUMES THAT LATERAL ryp BRACING IS PROVIDED AT MAlI- ER4 SPACING OF 3--0 ALONG TRUSS SYMMETRICAL ABOUT Q . —... TOP CHORD AND 10.-0- ALONG L. CENTER LINE EXCEP AS SHOWFj _.. BOTTOM CICORo.- - - - - I - -4 .. - . . -. . C510 splice ";% - .DES IGN' ASSUMES THAT ADEQUATE * G38 no s. ¼ * I E DRAINAGE Es PROVIDED. 636 -THE. BULLDFR OR EReCTIOH CON_ TRACTOR IS RESPONSIBLE FOR' PROPER, WOOD TRUSS, rNSTALjA_ PROVIDE it- k1u. BEARJNG WIM AT SUPPORTS UNLESS 1977 NDS. AND IPX--la --,- , - G36 I-I G32 - SPECIPtAEoNS' -L .--- -.J Camber. Co - - Ni - ,I] NiMUr1 GRADE OF LUMBER V -, OF CHORD 2X & NUMBER I OF . V - .. 37'-3', HIP. SET HOT [OH CHORD 2X 6 NUMBER i OF -. .V HIP #1 - SETRACK- 8'-o" FROM END WALL. iEB MEMBERS 2X 4 STANDARD OF fliP #2 TO #6 -. SPACED 21" D. C. OR AS NOIEDON DESIGN LOADING FORCES REACTIONS /VV iSTfT V 554 F 713 : 0-6 -8462 -f 8028 8-F 2297 & -3230 ' 2 312 C 697 0-C -8028 F-C 12568 F-C -4809 C -E -12508 G 14054 11 364 1 697 D H7E 14054 C 1217 Minimum bearing area required = 5 71 sq inches 4 GENERAL NOTES 1061 C-6 -157S PLATES 0-h 697 SHALL BE CENTERED ON s .. EACH JOINT ON EACH FACE OF . TRUSS UNLESS OTHERWISE -. - - .0 - DIMENSIONED. \ - Hip #1 'o complete trusses required. -. - Join-together with 15d nails -- -_ - . -. MINIMUM PLATE SIZES ARE \ - staggered 121 D.C. throughout. NOTED BY DIGITS, IN INCHES - - - - - \ Hip #2 to #6 - Single member trusses as stown. - - - - - - - -- - - - - - - - - - - - . ALL LATERAL BRACING. EEMPOR - - - - - - - - - AllY AND PER14ANE2T, - SHALL BE - - -. - - - - - - - - - DESIGNED AND PROVIDED BY - - - - - OTHERS. - - TRUSS DESIGN REQUIRES 1x3 V - V - - - - - CONTINUOUS LATERAL BRACING WHERE NOTED BY ASTERICK (6) IMPACT BRIDGING OR LATERAL - - - , - 2 -O #6 - - V - BRACING IS RECOMMENDED WIlE - - - - V Typ. 1 - -. -= V___J - SHOWN - - -. - #5 -- _-_ - V — _- 18f -- - --- fl-. . * DESIGN ASSUMES THAT LATERA BRACING IS PRbVIDEI) AT MAX - MUM SPACING OF 3-0 ALONG j VV- I - - Ij TRUSS SYMMETRiCAL ABOUT . TOP CHORD AND 10-0 LO ANG .-2x14 Stud CENTER LINE ECPT AS SHOWN ** BOTTOM CHORD. - - with 032 tYP 6,10- - 038 no splice - DESIGN ASSUMES THAT ADEQUA - V .J I - - - C D- 0610 splice E I DRAINAGE IS PROVIDED. 638 V - * 2x5 F, i. THE BUILDER OR ERECTION CCR 12 TRACTOR IS RESPONSIBLE FOR 4. 0 8V PROPER WOOD TRUSS rNSTALLA- A G310 - PROVIDE 31,- MIN. BEARING WIDTH AT.SUPPORTS UNLESS 2xS, Lu OTHERWISE NOTED., • (38 -- - - -. - - - -. IV.? u. G3 II - V - V DESIGN IN ACCORDANCE WITH - - - - C - 1977 NOS AND TPI-78 GII512 Alt.- splice - - •V - -. ; - - V - SPECIFICATIONS. I Camber to L/600F V k---.- •-- * - •..L . 37'-6T6rL SPAN 4flc(i5) :VFALINC V 24- G C0E'IOR PLATES ARE TRUSSPOrIETS TTV_400 C SERIES ARE OF20 (H V - •TIi NED BY B -- - - V V V - -18 GAuGE GALVANIZED STEEL WITH 3/8 INCH LONG TEETH IN A STAG'EMED BOSTITCH CRED B! V'2C ) II 0 Om8L 1(5 PA11CrI OF 7 11 TEETH PER SQ IN (RLFE.s TO ICBi RPJ1 HO 2277 eosi c . a, ic E i iS 0 s* 9OF S . JIlT NC.:, 7 13 77),. "CN- LESIES ,.a IV.VCAL if (C P0 Box 147 14,111' MJ I •. C"IO CC WITH. F r5y IIkD ROW OF FETII AND 'HOLES EV. C lIFTED El Cajon California 92022 ftt 40 R-25 1 - - IA - .-' a S.ajA ±CJL LIL - - GENERAL NOTES 1si;1UYI SRADE OF LUrIER cioo 2X 6 lUriBER 2 OF - - S - PLATES sH.0 BE CENTERED ON I31tOM CMCP.D 25 4 NUMBER I OF EACH JOINT ON EACH PACE OP .58 Er9ERS 2X 4 STANDARD OF . TRUSS UNLESS OTHERWISE -)R AS 4orEo Ill 015(18 - DIMENSIONED. IOAOUlG FORCES .• REACTIONS MINIMUM PLATE SIZES ARE NOTED BY DIGITS, IN INCHES. 3-' -'633 • S 5 • 10 )233 C-I •025 -- 7362 2156 ALL LATERAL BRACING, TEIOR- 116 E -3253 21 S S ARY AND PERMANE24T, SHALL BE S - - 2~2 S - S S. S DESIGNED AND PROVIDED BY OTHERS. TRUSS DESIGN REQUIRES 1x3.. CONTINUOUS LATERAL BRACING WHERE NOTED BY ASTERIQ((). S S. S •S - tj, TRUSS SYMIIEIRICAL ABOUT S • IMPACT BRIDGING OR LATERAL BRACING IS RECOMMENDED WHERE - S S S . S S. S L CENTER LINE EXCEPT AS SHOWN SHOWN • 7- 9-_6/16'• DESIGN ASSUMES THAT LATERAL D BRACING IS PROVIDED AT MAX!- - G56 MUM SPACING OF 3'-0 ALONG TOP CHORD AND 10'-0- ALONG S 5 S 12 BOTTOM CHORD., S SI 5 .G34 no spi., S S S S ' G56 splice . DESIGN ASSUMES THAT ADEQUATE LI 30± •-'F- S DRAINAGE IS PROVIDED. I - - E S S S \ \ 2x6 S THE BUILDER OR ERECTION CON S• S S 1½" . No. 2 OF TRACTOR IS RESPONSIBLE FOR S Alt. 1. S - S PROPER WOOD TRUSS INSTALL?.- - G44 . S TION. S 5 S PROVIDE 3j- BEARING .MIN. -• B . S S S WIDTH AT SUPPORTS UNLESS • ' Block OC - OTHERWISE NOTED. S S G32 ._ S , S - S S G0,1612612 2.5 DESIGN IN ACCORDANCE WITH . (2 . . 12 1977 NOS AND TPI-78 S. - . S S - Alt. splice, H SPECIFICATIONS. S \G58 A ....— -2. •L/20± • -. 12 C34 no SD [ 0610 soijc . ,. S G412 '•• . S 'S S S S 5_9_4/1 6 L23. C I CTIOM 14I_OR Camber to L/720± DESICNEO,9Y L:".O; 4C (FSF) SPACiNC 24.0' O-C AXIAL 3TRESS09LY _36 TOTAL SPAN 19.0 CONNECTOR PLATES ARE TRUSSPONENTS "TP-400'.G SERIES 20 OR ROSTITCH C 5 CA UGE GALVANIZED STEEL WITH 3/8 INCH LONG TEETH IN.A STAGGERED CHE KED Y - 'IRO 01.40 . 14 3 ALLOU4BLE STRESS PATTERN OF 7.11 TEETH PER SQ. IN. (REFER TO ICBO REPORT NO. 1626 Bel.lc'.D..onoiTe,I,onInc DATE . 10/16/79 S S )1 r.1HGRO 13.3 INC. 33R SHORT TIME AND 58CC REPORT NO.. 7268-77). "ON SERIES ARE SPDGIAL TR400-. P.Q'Box 147 - DRAWING NO. Sc-36i/-4O"-6/4 - . S 4 40 0 1.040141 CORD 25 2 CONNECTORS WITH EVERY THIRD ROW OF TEETH AND HOLES OMITTED El Cajon Calif 92022 FiLE MO 4 25 I 6 6 I F 3' I . I I- ...•S_5 S5.• I•.......-- SS•S3'_.SSIS_S•,I S - • - ;.• ••-".-' 3'- 55 S - .:,I ....S 5 .5