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Home My WebLink About136 JUNIPER AVE; ; 82-215; PermitI •'k .4. - ' I hereby *hat I am licensed, under. provls'ons of Chapter 9 (commencing with, Section 7000) of Division '3 of the Business and Professions Code, and my license Is In 11 full force and effect. Lic. No. --Class 0 0 I hereby affirm that I am exempt from the. Con-tractor's License Law for the tol lowing reason (Sec. 70315Business and Professions Code Any city or - county which requires a permit to construct ¶ alter, improve, demolish, or repair any structure, Prior to its issuance also requires the applicant for such permit 10 tile a signed statement that he is ticensedpursuant to the,provisions of the Con-_,_ tractor's License Law (Chapter 9 commencing' with Section 7000 of Division 3 of the Business and Pro. , fessipns Code) or that is exempt therefrom and the basis for the alleged 'exemption. Any violation of Section 7031.5 by an applicant for a permit subjects 4"I trw applicant to a civil penalty of not more than five hundreddollam ($500). • ' • - • ".. 0 I, as owner'ot the properly, or my employees 5 with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Prolessiobs Code: W The Contractor's License Lawi does not apply to an Z owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that Such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that (se did not build or improve for the purpose of sale). 1) ' Q I, as owner 01 the property, am exclusively 1 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 01 property who builds or improves thereon, and who contracts for each projects with a —I contractor)s( license pursuant to the Contractor's I License Law). . 0 0 Iam exempt under Sec. _ , B.&P.C. for this reason I hereby affirm that I have a certificate of consent to sell-insure, or a certificate of Workers' Cop~e ation Insurance, or a certified Copy thereof (Sec. Labor Code). Z NO. __I n Copy is filed with the City. 0 Certified copy is hereby furnished. 02 I' CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE ir (This section need not be Completed it the permit W is to, one hundred dollars 151001 or less) IM 0 I certify that in the performance of the work for which this permit is issued, I sf5511 not employ any - person in any manner so as to become subject to the Workers Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Certr- ticate 01 Exemption, you should become subject 10 he Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions Or this permit shall be deemed revoked. r 0 I hereby affirm that there is a Construction lending agency for the performance 01 the work to, which this permit s issued (Sec. 3897, Civt Code). Lenders Name L Lender's Address - USE BAU 2OU1REN ONLY & PRESS HARD ' APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AbIAECLARAI CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008 (714) 438-5525 AV,-ST,I DATE OF APPLICATION 1 - ., + H'o BUSINrSE OWNER'S CONTRACTORS PHONE - tc J4 ERS PHONE PRIME CONTRACTOR ', C 'VALUATION PERMIT NUMBER efiiz- ZONE OWNER'S MAILING ADDRESS c'ro, s-7 CJ CONTRACTOR'S ADDRESS .Z'eqQ LICENSE NO, 32ó7 PLAN I.D. # . BLDG USE CODE LOT BLOCK SUBDIVISION PARCEjqN. 29--. DESIGNER STATE LICENSE # STANDARD PLAN # ,. '.' - •: .y ILD GSO FOOTAG - DESCRIPTION OF WORK DESIGNER'S ADDRESS DESIGNER'S PHONE 0 . - - /Q9/6l I7 OQQ I 1 170 8109 97966 - Not Valid Unless Machine Certified - F/P FLRELEV. YO NO NO I ST IES I T ' EDU I CENSUS TRACT GP LAND USE PARKING SPACE - RES UNITS GRADING PERMIT ISSUED V 0 N 0 I REDEVELOPMENT IAREA - V 0 NO I I j V.-.fJ 0CC LOAD FIRE SPR . YO NO QTY. f PLUMBING PERMIT -ISSUE QTY. MECHANICAL PERMIT ISSUE - 00 -SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP ' ,5 INSTALL FURN. DUCTS UP TO 100,000 BTU /Zd€ BUILDING PERMIT 01-000-4220 IOO,.I O EACH BUILDING SEWER - A 44 I . . OVER 100,000 BTU • , SIGN PERMIT 01-000-4221 EACH WATER HEATER AND/OR VENT - 47,.. BOILER/COMPRESSOR UP TO 3 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 5 DR MORE METAL FIREPLACE . tfp ELECTRICAL 01-000-4223 EACH INSTAL.. ALTER, REPAIR WATER PIPE - VENT FAN SINGLE DUCT • MECHANICAL 01-000-4224 EACH VACUUM BREAKER ' - - MECH EXHAUST - HOOD/DUCTS . -. - MOBILEHOME 01-000-4225 / WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER . . MOBILEHOMEPARK !NSP EACH ROOF DRAIN (INSIDE) - SOLAR 01-000-4226 STRONG MOTION 65-640-0519 j TOTAL MECHANICAL •1lt4g 00 TOTAL PLUMBING FIRE SPRINKLERS - 01-000-4227 OTY. ELECTRICAL PERMIT - ISSUE QTY. SOLAR - ISSUE PUBLIC FACILITIES FEE 25-000-4933 BRIDGE FEE NEW.CONST EA AMP/SWT/BKR . COLLECTORS . . SCHOOL FEE ?DISTRICT I PH 3 P .75oO STORAGE TANKS , - Carlsbad 65-623-0519. EXIST BLDG EA AMP/SWTIBKR ROCK STORAGE . . - Encinitas 65-624-0519 1 PH 3 PH . PUMP - San Dieguilo - 65-625-0519 REMODEL/ALTER PER CIRCUIT ' - - PLAN CHECK FEE ' , San Marcos - • . - 65-626-0519 TEMP POLE 200 AMPS OVER 200AMPS . ' . - ?hot5 ________ TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL - 71 TOTAL SOLAR ' . -' ' TOTAL FEES PAYABLE — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bytheBuilding Official under the provi'sionsofthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void, If the building or work 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF I authorized by such permit is not Commenced within 180 days from the dale 01 such 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 ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work is Commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND NA URE * OWNERD CONTRACTOR& AP VE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 4 GRANTING OF THIS PERMIT. FIELD, INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ. IF INSPEC-TOR'S INSPECtION 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 MASONRY PILES'CAISSONS INSPECTORS NOTES I62AlL/tr , 2A-i - ii SPECTI0N TYPE DATE INSPECTOR J 9 BUILDING FOUNDATION REINFORCED STEEL MASONRY I & GUNITE OR GROUT FLOOR & CEILING SUB FRAME 4 SHEATHING itX4't' OIl.' FRAME 1 EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND i7J PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING / G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS 'Tji... CALL FOR FINAL INSPECT/ON WHEN ALL APPROPRIATE .JTEMS ABOVE HAVE BEEN. APPROVED. - JOB SITE' FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING 7 SPECIAL CONDITIONS CERT OF OCCUPANCY ISSUED VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 3O'H. _____ _______FT. OVER 10'V.-@-FT. STANDARD 6" (Max. H. 30', V. 10') —'# OVER 30"H.-@_ FT. OVER 10'V.-@- FT. TOTAL CONSTRUCTION COST _.---- S SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL. CHARGE I - LINE COST COST DATA ASSESSMENT DIST. NO. FRONTAGE -COST PER FT._ TOTAL OTHER______________________ CONNECTION FEE NO. UNITS _/ COST PER UNIT i71" TOTAL - ,., c: C.iis' APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD . . s ENGINEERING DEPARTMENT IT9 1901 438-5541 FOR APPLICANT TO FILL IN ISSUED BY / DATE ISSUED B ADDRESS UILDING OWNER V114 4. MAILING ' , ADDRESS ,af ("k 7 iA CONTRACTOR ' CONTRACTOR'S 44. r)Q t /r NEW BUILDING . EXISTING BUILDING LEGAL DESCRIPTION ti 72 REMARKS: Pi LATERAL LOCATION PUMP STATION FEES NO. UNITS ______ COST PER UNIT-TOTAL- ST. TOTAL CHARGES (LATERAL ETC.) t LATERAL NO -INSTALLATION DATE_ J 1 WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building, GOLDENROD: Permitter 1 .-,_'. - -. ----------------- VALIDATION City of Carlsbad APPLICATION FOR CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT 1200 ELM 438-5525 Buildina Address where Business 1 36 , 1381 140 Juniper Permit %o. 82-21 5 will be conducted - Business Name of Occupant Jim S. Hirscbberg Phone 4344576 Address of Home Office of Home Office Occupant if different from above 2942 Harding tr. Carlsbad CA Phone 434-4576 Ownerof Building Jim S. Hirschberg Address 2942 Harding St. Phone434-4576 Type of Business .Pl Estate Broker. Describe exact use of all portions of each building and lot 3 Unit Condominium for use as reidences Previous use of Building new construction Type of flammable or explosive liquids to be used, if any none I certify that I have read the statements contained in this application; that they are true and correct, and that I make this statement under penalty of perjury. Dated this 22 F day of Fpb , 19 83 in the City of Carlsbad, State of California 47'NL Signature of -L4 et I5Tt Apant Building Official Use Zone FOR DEPARTMENTAL USE ONLY Occupancy Group - 3 Type of Construction ./'-. Planning Department Date Approved Disapproved By Engineering Department Date Approved Disapproved By Fire Prevention Date 31/,Ag3 Approvd Disapproved By Health Department Date 3.J(_.3 'd _Disapproved By Building Department Date Approv By White - Building .Dept. Yellow - Applicant Pink - Finance Gold - Fire Dept. JURISDICTION: DATF.Ø52 PROJECT ADDRESS: TO: /977/2/C/27Jt (APPLIcANT O CITY COPY O PLAN CHECKER COPY itp of Carldab . -I -- mom 17A Mom' - - - L IV AV WE 10-0 9 MIN PLAN CORRECTION SHEET Plan Check No. i'.' mans received by jurisdiction _7Z te 11ams received by plan Ch.ck.r1&2( bate initial plan check completsd.7' by?1 Q(.r'RO: PLEASE READ Plan check is limited to technical requirements cnteined 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 hadicapped. The plan check is based on regulations enforced by the Building Inspection epartment. You may have other corrections tased on laws and ordinances enforced by the Planning Departient. Engineering Department or other departments. he items circled below need clarification, rodification 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 plane does not permit the violation of any state, county or city law. A. PlANS I. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan acts that may have bven 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. APPLICANT COPY CITY COPY PLAN CHECKER COPY Citp of Cartbab C1 1 0 Sr Ft tam, ce .kec. c T_nSV_(0_tbykst. JURISDICTION: CL_4T DATE__________ PROJECT ADDRESS: 140 EI .ST TO: 3MES 'FLMIit 5Q5 Lo / . .OLPJ.4 EACI PLAN CORRECTION SHEET MJLT% fftNflLm FAMILY AND DUPLEX DWELLINGS Plan Check No._____________________________ Date plans received by jurisdiction_______________ Date plans received by plan checker 2 4- _______________ .Date'initial plan check completed '7/i 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 ayae oth.r yJnm 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 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, tC: To facilitate rechecking, p1ease identify, r,exz 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 cwner and name of person responsible for the preparation of the plans. Sec. 302(b) Submit 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 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 curhto property line. Sec. 302(b)7 Plans1 specifications and calculations _sflai.J sgned by a California State licensed engineer or architect. (California Business and Professions Code) FIRE PROTECTION Walls closer than . 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 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 ROOM SIZES, I.ICHT, 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 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 Openable 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 1.5 sq.ft. (Sec.1205(a) 32< One-half of all required window area must be openable in Provide mechanical ventilation Capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) Z, DEi1J(, 91A M A's r L.•i: (r:L, /. f. No habitable room, other than a kitchen, shall be less than i'D in any dimension. Sec. 1207(c) Show that ceiling height for habitable rooms is a minimum of 7'6". Sec. 1207(a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. '1208 36 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 VJjcvJj\ ), Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) )4 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) mezzanine 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. The loft you show does not comply as a mezzanine floor and is. by Building Code definition. 'a story___________________________ D. EXITS, STAIRWAYS, AND RAILINGS I Floors above the second story shall have not less than 2 exits. Sec. 3302(a) SPIQlL STF3(i. lsM,'2JJb FioOQ/hYi 11('C7311 )Y' Spiral stairways must have a clear walking Required exit doorways shall be not less space of 26 inches between the column and than 36" in width and not less than 6'-8" handrail. Sec. 3305(f) in height, and shall be capable of opening at' least 90 degrees. Sec. 3303(e) Provide I.C.B.O. Reasearch Report and Number 4P ' for metal stairway, or submit plans and " Provide high protective railing for calculations and approved fabricator porches, balconies, and open sides of landings. registered with the Building Department Maximum opening between railings shall be or note that the stairway fabrication shall less than 9". Sec. 1716 r. ..- ) be done under special inspection per the Show how guardrail connection details are \P., approved fabrication plans. Sec. 306(a)43 and Sec. 306(f) adequate to support 20 pounds per lineal foot at a right angle to the top rail. in buildings over 2 stories in height, provide Table 23-3 Provide stairway and landing details. Sec. 3305(b) & (c) Maximum rise 8" and minimum run is 9". 'Minimum head room is 6'-6" C. Minimum width is 30. 3/4 hour LsLe-Laceu uellIusseb LUL 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 Exterior stairways shall not project into the , foot setback from the property lines. Sec. 3305(n) Handrails shall satisfy the following: Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" 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) )Z(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) '15e 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 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. Minimum width is 30 inches. Sec. 3305(d) (see attached) 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) (see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) 72 Specify roof aaterial and application. W((-T Ruti /3'sC.A.o/J peify'r..8.O. approval number for roof materials not covered in (JBC. J4' Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) 75 Show roof drains and ovetfows Sec. 3207(a) ,C'o) /&)L.ET 2! .c 'J!: Dg?F',J ,,JL.c11 '6 Provfde skylight details to show compliance with Sections 3401 and 5207 or provide IC3O approval number. 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) jP Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Sec. 503(d) fr3 Garages are not permitted to open into a roomused for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header,R4FTC over 2araq ng,lateral cross bracing at pIate IT and front. Chapter 23 E(.. _1"S?T 410 NOTE Minimum plywood diaphragm ratco is 1/2 to 1 or 2'8". Table 24-I 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). Provide 18" raised platforms for any FAll, water heater, or any other device which may generate a flame or spark. ).99. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. The walls and soffits of the enclosed usable dsoace under interior stairs 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. lie Roof pitch is not adequate for roof type specified. Specify minimum pitch of__________ H. MASONRY Provide fireplace construction details or note Construction to be per. attached fireplace standard drawing. Sec. 3707 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. Show height and construction details of all masonry walls. Chapter 24 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 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, 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 Garage requires one-hour fire protection on he-a age sideofwa.L1a-and.ceii jogs common to the dwelling. Table 5-B .Sec..4O34b) elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and oszs, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8' by 8" Post. H. FOUNDATION REQUIREMENTS 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 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 2. The foundation plan does not comply with the soil report recommendation for this project__________________________________________ 123 provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 24. 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: I. 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." Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Note cross bridging or blocking. Floor joists and rafters more than 12" in depth Show height of retained earth on all foundation and spanning more than 8 feet shall be walls. Chapter 23 1 supported laterally by bridging at intervals Show distance of foundation to edge of not exceeding 8 feet. Sec. 2506(g) Cut or fill slopes and show steepness and Show blocking at ends and at supports heights of Cuts and fills. Chapter 29 of floor joists, and for rafters at exterior l2) Note on plans that wood shall be 6" above walls. Sec. 2506(g) ' finish grade. Sec. 2417(c) ' Show solid blocking at ridge line and Note on plans that surface water will drain at exterior walls on trussed roofs. away from building and show drainage pattern Sec. 2506(g) and key elevations. Sec. 2905(f) s. Show double joists. Floor joists shall Dimension foundation per Table 29A. be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 l6 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 nnrnlløl Sec 2518(h) 0. DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Inch's) (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 1fr7'. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) l,fr8 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) 169. Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire ct'nna ka*taoon stories - between NOTES: top story and roof space, at ceilings Where unusual conditions or frost conditions are found, footings and and floor levels in interior and exterior foundations ihall be as required in Section 907(a). walls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greater than top of the footin. - 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 or equal. Sec. 2517(c) 3. Stair run adjoining stud walls and partitions, Show foundation bolt size and spacing. at perimeter of sliding door pockets, between chimney and wood frame using metal Sec. 2907(e) j Ib"L/'L/'l'/ or incombustibles for the fire stop and 0-4'. Specify size, ICBO number and manufacturer at other places that could afford passage of power driven pins. Show edge and end of flame. Sec. 2517(f) distance and spacing. Sec. 306(f) Show stud size and spacing. Maximum allow- Show size, imbedment and location of hold able stud heights: 2"x4"@ 16" is 14'; 3"x4"&2"x6"9 16"o.c. is 20'. Sec. 2518(g)2 down anchors on foundation plan. Sec. 2312(f) GD Note on plan that hold down anchors must 173. Note an A.I.T.C. Certificate of Compliance be tied in place prior to foundation inspection, ' for glued laminated wood members shall -Sec. 2312(f) be given to the Building Inspector prior to erection. Sec. 306(f) ),37. Show adequate footings under all shear 124. Detail all post to beam and post to footing walls. Sec. 2311(e) - connections. Sec. 2517(c) 4 Show stepped footings for slops steeper y's. Specify nail size and spacing for all than 1:10. Sec. 2907(c) shear walls, floor and roof diaphragms. .Show minimum 18" clearance from grade to Indicate required blocking. Maintain bottom of floor joists and minimum 12" maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517 (Tables t,J,K). Show pier size, spacing and depth into Show 3"x4" or 2"x6" studs in first story undisturbed soil. Table 29-A of three story building. Sec. 2518(f) Show minimum under floor access of 18"x 24'. Sec. 2517 )77. Provide truss details and truss calculations. Show minimum under floor ventilation equal 178. Provide roof framing plan. Sec. 302(a)7 to 1 1/2 sq. ft. for each 25 lineal feet J79 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 ly opposite sides. Sec. 2517 J,.80. Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 I. FRAMING Show all joists, rafters, beams, and posts Provide calculations for G[)'i .~tiPA,CT 2" to 4" thick to be No. 2 Grade Douglas "' L'P1'i 1 i) Fir-Larch or better.. All posts and beams Section 302)a) 7 5" and thicker shall be No. I Grade Douglas - In areas'subject to water Splash and in Fir-Larch or béttér. (Table 25-A-I) exterior locations, wood columns and posts Show wall bracing. Every exterior wood shall be supported by piers projecting stud wall and main cross partition shall at least 2" above the finished grade and be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- let - in brae or equivalent. Sec. 2518)9)5 dation grade redwood or cedar. Sec. 2517(c)4 Show location of attic access with minimun - size 22" x 30". Sec. 3205 14. $hQw draft separation for attic areas ' in excess of 3.000 sq.ft. Sec. 3205 Show draft separation. for space between dropped ceilings and floor above in excess of 1.000 sq.ft. Sec. 2517 l86 Specify.plywood grade and panel indenti- fication index. Table 25-J 187. When roof pitch is less than 3:12, design ridge as a beam. Sec. 2518 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2518(g)6 111W.Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(g)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding. Sec. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(b) j,1< Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, ocation--and type of all heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. ,,2.&2T Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70° F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. IJBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet', or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec. 704 UMC Show ICSO approval for prefab fireplace and provide approved installation instructions at iob'site. 3.O(. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC 3.1.0. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section 4709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. 212. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical Code. Note on the plan the amperage of electrical service. () If the electrical installation is more '- than 200 amperes, show panel location and provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. Provide plot plan Showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s) 223 Dwellings require minimum 100 amp service. Show location of all electrical receptacles. 225 Electrical receptacle locations and/or spacing is not adequate in S r 226. At least one receptacle shall be installed outdoors, in basements and atta ,arages, other than-laundry outlets. Art. 210-25(b) 227 Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'Sin,_,ara, bata— and.outdoors. NEC Thrt. 210-8(al, 228. Note "UFER ground to be provided (NEC). Art. 250-81 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, type and location on plans. 237 Show method of providing combustion air to fuel burning water heater. Sec. 1307 238. Fuel combustion water heater shall not be --"" installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 240 Show T and P valve on water heater and route of discharge line to exterior Sec. 1007(e) Provide dryer vent to outside. UMC Sec. 1903 243. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 244 Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. UPC 909(d) N. NOISE INSULATION (DUPLEXES) 260 Show details e-4.p1.e.x common (party) we4+s and floor/ceiling assemblies to achieve a Sound Transmission Class )STC) rating in walls of 50 decibles and an Impact Insulation Class )IIC) rating on -floor/ ceiling of 50 decibles. Title 25 261 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 25 262. 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. N. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 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 (T20-1401(c) Specify the insulation R valves for walls, roof and ceiling. CR-li for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-1403 Table A & 2B. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) 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 basic glazing. (120-1402,def.) )r("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 30%. (Exceptions: 48,000 BTU Hr. output furnace. See also California Efficiency Adjustment.) T24-1404 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. T20-1404 277. Note on plan that insulation of ducts shall ctnforrn to UMC 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. (T20-1403). Note on plan' that back draft dampers are required on all fan systems exhausting air from the building. T20-1403 Electrical resistance space heating shall not be used unless: a. 60% of heating/cooling is supplied by a nondepletable source 3. supplements a heat pump system. C. less than 10% of total heating system.' — d. life cycle cost analysis justifies. T20-1404 281 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75i for forced air furnaces). 282 Note on plan that no natural gas, central heating plant may be installed without an nteroitter.t ignition Device. T20-1405 EIect:c resistance dater heating is not permitted unless verfied as cost effective by a life cycle cost andlysis. T20-1406 Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 0. MISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) 305. Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) 3," Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) )Je•1'. See attachment for roofing requirements. Building plans are substantially correct and complete. By: Date: Building plans would be substantially correct and complete if minor corrections are made at counter. By: NOTE: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: Date: Building plans require major corrections and complete plan recheck, by plan check engineer, is required. , By: V' •' . ( Date: I If you have any questions regarding this plan check, please call ( ______' I '' ' at We would also be pleased to meet with you, at no charge, if additional assistance is needed. ATIOL. Fu. 033)." (7 'S •'-J (J J. ccs Stucco c'+ . i& Tipr U dcno) w' 6ef uj ec yl c cAtoc.v( O co qe x' ( C\/PJO It COC,k sidc) ,Cj.) - F? re, C, V\T\'ñcfI.5 be ac\cc( cv . Flac I r. Pnvc\e 0 3 tho'iy be *vi &aJ( bjei, bcc( o'c +\ie skb _-o+ - ~,S, -Terl- eseiq/ :q', oci qaac ,-.--W6qcQouj,.s oy. 1t ç oor 0 42 ' T :f4i e - ( 2 , toors ( \tt) • L70 CZA - - See. J. 1 t - - - A4 (2' L.Dfa ( S\oL cC)ci tccJ\ q 0- AC. o. Cj Lt- C;irCL-'c C -_-.• - I &e i'•'(-t L o or CIeaIy shoL4j oH A C3 ~,,j lit \A I -. 0; k-to tE ((:j, b+Lll (oo Datea_____ Jurisdiction CARLS ,A-iD Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE a PLAN CHECK NO._tS BUILDING ADDRESS -4o jw)pJ &r APPLICANT/CONTACT 41AE.5 FL-MlJ PHONE NO.48- ssoi BUILDING OCCUPANCY - R-i / (-I DESIGNER PHONE____________ TYPE OF CONSTRUCTION 7 CONTRACTOR PHONE___________ BUILDING PORTION I. BUILDING AREA VALUATION MULTIPLIER VALUE 3 5TO2'/ M'-r. 4(o saO %UCLUDING S DEcSS 943 Air Conditioning Commercial Residential Fire _Sprinklers Total Value 40 Building Permit Fee 0O Plan Check Fee 390 CON 2,1 ENTS SMiP .LLt- INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT '3? - S ___w% 4_ ff- BUILDING ADDRESS: / PLANNING DEPARTMENT CITY OF CARMANBuilding Department ZONE f. 3 LOT SIZE LOT.., WIDTH__________________ UNITS ALLOWED 3 . UNITS PROVIDED 3 PARKING SPACES REQUIRED PROVIDED % COVERAGE ALLOWED PROVIED BUILDING HEIGHT ALLOWED PROVIDED FRONT SET-BACK: SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED S -- INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: /Uf t. ENVIRONMENTAL PROTECTION REQ: ótL.fA ADDITIONAL COMMENTS: OK TO ISSUE: DATE f7(-OK TO. FINAL DATE ENGINEERING DEPARTMENT 9 R.O.W. INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS_________ GRADING PERMIT EASEMENTS DRAINAGE LEGAL DESCRIPTION ADDITIONAL COMMENTS OK TO OK TO FINA"aUJ DATE [4 FIRE DEPARTMENT SPRINKLING SYSTEM - . FIRE PROTECTION EQUIP. FIRE ALARMS EXITS___________________ FIRE HYDRANTS LOCATION_____________________ ADDITIONAL COMMENTS - OK TO ISSUE: DATE OK TO FINAL DATE - 0 WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE - 5Z ESGIL CORPORATION 9,320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 560•1485 October 27, 1982 MEMO Reference: Carlsbad Plan Check # 82-215 Subject: Domestic Fire Sprinkler Substitution for 3/4 hour Assemblies In lieu of the required 3/4 hour openings within 10' below, or. 10' horizontally from the exterior stairs for the referenced plan, it was agreed to allow a domestic automatic sprinkler system. Sprinkler heads will be located in the ceiling outside, above the stair landing and on the inside ceiling just above the doors opening onto the landing. I' Both Marty Orenyak and Brian Watson agreed to this substitute. OLC2LQ( Charles Mendenhall RESOURCE DEVELOPMENT CORPORATION PD BOX 1025 - PLANNING ENCINITAS CA 92024 .............. I 1 DESIGN * SURVEYING (714) 9421106 . . . . :. . . ...... . CONSTRUCTION December 3, 1982 F Sheet 1 of 2 JN2-9 .. •. . . :•.. STRUCTURAL CALCULATICTS AND DESIGN - TOR .,. .... JUNIPER ST REF CONDOMINIUMS- REVISION NO • 2 .Lc 1 3 1982 Architect Eugene Roach, Associates Solana Beach, CA . of CARLSBAD WWG DEPT. Puroose of Revision: To determine the adequacy of 8' block for foundation stem walls. . ... %%tt,IJIlg .. . . . . : ?" éi#(' BRIAN DONALD - • No 76175 - .*: CIVIL : I E C E 1'%T E B prossiona' - OF t/ ::• ..:.•'. DEC V 1982 - cm?' OF CARLS3AD - t3uldla Dopartmeflt -. Calculations by Brian Donald,. 1GE 26175— .,...-: / • ..• . V• ..•, :. I SAc4 icc 41Y Z VUA L )L4Lt- lc-L F ZS 1 -t-x L I 4 cj Tc Fi! Dfr L t_- 4 / F2t. BtI -, 4 I I A c,ec,L'-rc U'T ALIZY' 2'2 — c ;:'''•, . .. . V ' V• ' ,S ç,• •....•. (y e, . .,.:; / ..V-; • - BRIAN DONALD V ...- 'V • V V No. 20175 V*: CIVIL . • • V •. - . • Professional :1 • : • - . . - V • . • V op \ - V.. - DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 438-5525 Eugene Roach 505 Lomas Santa Fe Solana Beach, Calif 92075 Subject: Permit 82-215, 140 Juniper Street On November 15, 1982, -Carter Darnell of this. office - informed you that the inspector could not approve your framing without calculations to supportthe reduction in size of your foundation walls. Your memo dated July 21, 1982, handed to the inspector on November 15, reduced the size from lO as shown on the approved plans to eight inches. We have permitted the. job to proceed based on receiving the calculations. Please furnish them not later than 1.0 mbe'r 10. MARTIN ORENTRECT 4 xc: Elias/.Hirschberg Dennis Johnson . Eugene Roach Associates Architecis. Planners AlA 505 Lomas Santa Fe Solana Beach, California 92075 714 481 5501 Bulletin Project - JUNIPER STREET CONDOMINIUMS SUBJECT: ADDENDUM #1 This. Addendum is issued for the purpose of changes and/or clarifications in the' work as described in all previous Bid Doc- uments. You are directed to incorporate the following changes and clarifications into all previously issued Bid documents. This Addendum supersedes all other Instructions, Drawings, Spec- ifications, Addenda or other doucments issued. Further changes or -clarifications shall "be made only by written Addenda. For convenience, the following list is arranged by the "Uniform Index". Where changes in the Work require detail changes in the Documents issued prior to this Addendum, Modifications to the documents will be made by the Architect and distributed at a later date. The Contractor shall not commence Work without such Modifications or other written instructions as may be. re- quried by the Architect. - ITEM ONE - UCI. DIV. 3 CONCRETE 1A. Enlarge footings in carport area from 24" SQ x 12" to 30" SQx 18" (SHT. Si) ITEM TWO.- UCI DIV. 4 MASONRY 2A. Add concrete block foundation wall under wall separating bedrooms - (Optional Foundation Plan B) (SHT. 51). 4 ITEM THREE - UCI'DIV. 5 METALS Add 'simpson angle anchors as shown on DTL. 3/A8. Revise guardrail post fastening DTL. 4/A8. .2 JUNIPER STREET CONDOMINIUMS ADDENDUM #1 - July 21, 1982 page two Delete metal spiral stair (See 3E). Add 2 HD7 holdowns to shearwall at detached garage (See 4C) •SHT. A10. 3E., Add switchback stair from third floor to recreation deck to replace spiral stair (See 3C) SHT. A3 ITEM FOUR - UCl 'DIV. 6 WOOD Clarification: Provide .3x4 studs at all first floor bearing walls. Provide double stud soundwall between attached garage andfirst floor unit (See 5A) SHT. A6. Add plywood. shearwall to detached garage (See 3D) SHT. A10. Clarification: Framing member sizes added to detached garage plan SHT. S2. Change recreation area floor framing from 2x12 to 4x12 under future jacuzzi area only. Provide 1" plywood over 4x 12 SHT. S2. ITEM FIVE.- UCI DIV. 7 THERMAL Ei MOISTURE PROTECTION 5A. Add one layer of RII insulation in soundwall separating garage and first floor unit (See Item 413). 'SB. Provide weatherstripping at all exterior doors and windows. ITEM SIX - UCI DIV. 8 DOORS & WINDOWS 6A. Add double glazing in window area as shown on Plan (Third Floor)SHT. A3. ITEM SEVEN - UCI DIV. 9 FINISHES 7A. Add 5/81!. GYP.. BD.. at interior of detached garage at property line walls SHT. A10 JUNIPER STREET CONDOMINIUMS ADDENDUM #1 July 21, 1982 page three 713. Provide separate one hour shafts for all fireplaces flues. DTL. 3/A7. ITEM EIGHT' - UCI DIV. 15A PLUMBING BA. Add two (2) - 3/4" copper pipes from water heater locations* to roof for future solar use. 8B. Add backflow prevention devises for all hose bibbs and lawn sprinkler devises. ITEM NINE - UCI DIV. 16 ELECTRICAL Add ventilation fans in dressing room areas (SHT. El) SHTS.. A2, A3. Add electrical receptacle in attached garage SHT. A2. Eugene Roach - Associates Solana i&' '_: 714481 Bulletin !roject JUNIPER STREET CONDOMINIUMS September 14, 1982 MODIFICATION #3 The following Modifications are to be incorporated with all, pre- vious Construction Documents and take precedence over prior Addendae or Modifications. The list describes Clarifications or Changes to be made in the Work and is correlated with revised Drawings and/or Specifications issued herewith and under sepa- rate cover. All corresponding revisions in the Drawings or Specifications are designated with a numbered delta referenced to. the date of this Bulletin. ITEM ONE - U.C.I. DIV. 5 - METALS 1A. Use 3/4 inch by 8 i-ch 'Phillips Red Head" anchor bolts (Catalog No. WS-3484; ICBO No. 1372)' with 6 inch minimum embedment in lieu of the standard anchors for the HD-5 holdowns that had to be moved because of misplacement in field. lB. Change holdowns to ST &'MST Straps per attached draw- ings (SHT 3). Provide ST 292 straps at 32" O.C. at horizontal joint of first floor top plate and 4 x 12 contin. head member as shown per attached drawing (SHT 2) of cal ls. - - RESOURCE DEVELOPMENT CORPORATION PD BOX 1025 PLANNING ENCINITAS CA 92024 -. DESIGN * SURVEYING (714) 942-1106 CONSTRUCTION September 14, 1982 Sheet 1 of aN 82-9 STRUCTURAL CALCL&TIS AND DESIGN FOR JMIPER STREET C(!DOMINIU REVISIT NO. 1 Architect: Eugene Roach, Associates Solana Beach, CL Calculations —L~ Donald RGE 26176 t'tt ?/ BRIAN DONALD No.26175 CIVIL (/... Professional .. :44 - - •.. .. 'c--- 0. 4,ø.• 1•..h/ % • 3 ;' -unto i %a9z - O1VNDQ Nv - - - - ,•.- - - - - . /, ... ..4 ,.•p ••, --* ••••••' 'f 71 At - - c4scr7 r1 r"r - .z i" 'QL - )r -r 5dV, cUc2 r r' 9- r- 2b2Lc -r C7L Q •(. O2 - - i ZI-G ,b- - --- - - '1- r - • - Joe OtA / -4A VZ ('tccç*4T t ':4 Fkrr 9/i4 asp 7 Jttc, I • •1 ••• V•• t• t,• -4- I • . .. L.. - - - r -Lj -I ___ PA1L. IkL J Cr.i I 2ec&xr, ,c- cwe cj( fr- c:t! cr1((I nvLtAon c ' I , I'j. 1•:- 'j' 1 1 417 I l..-j.4,_4 -_• I I,' Ell - li t V"¼) I . L. t'T •( 1J. i - D c, 5 4e4 ØL i 4. 41:tf:1:H L: ;: ••i. •.L_t._ * I If ::•-t; U I Eugene Roach Associates Architects, (,05 1...)l I.,. Skd.illa no 714481 )5U BuIIein Project UNlPER STREET CONDOMINIUMS . September 23, 1982 MODIFICATION #4 The following Modifications are to be incorporated with all pre- vious Construction Documents and take precedence over prior . Addendae or Modifications. The list describes Clarifications or Changes to be made in the Work and is correlated with revised Drawings and/or Specifications issued herewith and under sepa- rate cover. All corresponding revisions in the Drawings or Specifications are designated with a numbered delta referenced to the date of this Bulletin. ITEM ONE - U.C.I. DIV. 6 - WOOD IA. Change framing under jacuzzi area (jacuzzi to be deleted, see Item 2A) from 4 x 12 @12" oc to 2 x 12 @ 12" oc. lB. Change 6 x 12 BM. at carport to 4 x 10 DF #1 BM. Wrap with, stucco per DTL. 1/A6. 1C. Change pipe columns at carport area to 4 x 4 posts. Wrap posts with stucco. Provide 'Simpson' PC Post Cap and PB Post Base. ITEM TWO - MISCELLANEOUS 2A. Delete jaczi at recreation deck. C- Eugene Roach Art;i..t ... ii - .i..t, :.. Assocates . . fl4 4'dl I - Project JUNIPER STREET CONDOMINIUMS SUBJECT: ADDENDUM #1 This Addendum is issued for the purpose of changes and/or clarifications in the work as described in all previous Bid Doc- uments. You are directed to incorporate the following changes and clarifications into all previously issued Bid Documents. This Addendum supersedes all other Instructions, Drawings, Spec- ifications, Addenda or other - documents issued. Further changes or .!,clarifications shall be made only by written Addenda. For convenience, the following list is arranged by the "Uniform Index". Where changes in the Work require detail changes in the Documents issued prior to this Addendum, Modifications to the documents will be made by the Architect and distributed at a later date. The Contractor shall not commence Work without such Modifications or other written instructions as may be required by the Architect. ITEM ONE - UCI DIV. 3 CONCRETE 1A. Enlarge footings in carport area from 24" SQ x 12 to 30" SQ x 18" (SHT. Si). ITEM TWO - UCI DIV. 4 MASONRY concrete block foundation wa Ii separating bedrooms - (Optional Foundation Plan B) (SHT. Si All concrete block foundation walls may be 8" grouted H.V. Masonry with reinforcement as shown on plans in lieu of 1011 H.V. Masonry. HREE - UCI 3A. Add simpson angle anchors as shown on DTL. 3/A8. 3b. Revise guardrail post fastening DTL. 4/A8. RESOURCE DEVELOPMENT CORPORATION PD. BOX 1.025. . CONSTRUCTION ENCINITAS CA., 92024 -.. PLANNING* DESIGN -C714) 2-1106 - SURVEYING -uly 16, 198 JN 82-9 Sheet 1 of 5 - ADDIDUM NO. 1 - STRUCTURAL CALCUL&TIC!S AND DESIGN JUNIPER STREET CDOMIU' This Addendum- was prepared in response to plan check questions concerning Garage framing and steel pipe guardrail strentgh. 1., .. In addition, framing ,and footings under the1NE corner of the recreation deck is revised to allow for the installation of a - 750 gallon capacity Jacuzzi. - - •-.- -, ..- - - ( 'BRIAN '- ' DONALD No. 26175 . * CIVIL j Professional . . • 3- .•-. •,.0---.•- 0 0 _ # • OF tt 01 3..--- .. . - . . ••• . 0 . - B4 L) - • Brian Donald, RCE 26175 ( sz - rz MA 142 (42 42 -s.. 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RESOURCE DEVELOPMENT CORPORATION 41 POB0X 1025 CONSTRUCTION ErJCINITAS CA 92024 PLANNING- DESIGN (714) 942-1106 SURVEYING June 231 1982 JN 82-9 STRUC'URAL CALCULATIONS AND DZSI(2i FOR Jfl'ER STREET CDONINTU} - cT'rs Vertical Loads and Beam Design ................... 2 Lateral Loads and Design .•.................. 10' Foundation Design .... . . .... .......... 22 Architect: Gene Roach Associates Solana Beach, CA BRIAN 5'f DONALD :• No 26175 : * CIVIL rossona1 : '. r•(. ••..s.s.• ',,, OF c • • CALCUlATIONS AND DION BY • • Brian Donald,,MZ 26175 JN 82-9 3tIPER STREET C41XN IU) • 2 6V23/82 of 23 sheets VF 2: L-°A i cr c S ' 's A. 2 C( 7 C1c OE.. A L(-bA rA AQ-E; bE . P. a . c A Z L) 5 Fc "/'°t'. , FOE- A Li ,IE. c La S 4' CI+AI' Z LC 1'L 5 LL PL+LL L TE5 PL ( LL (.d tL4LL- FctA U LA ALL rEAPv5, A ZE A'4 R &A A. MOME1 At'4P 4.AZ M + ( Z ALA8X .• A . 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