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HomeMy WebLinkAbout2822 CAZADERO DR; ; 83-247; PermitDECLARATIONS 1 LENDER WORKER'S COMPENSATION OWNER/BUILDERi IgO ls?So ^- * ^ ? ^ ° 8 ill h!^ iHi His I - I L_D IficreCy aflirm Ihal ! da. e a certificate ot conseniIO sell insure Or a cerliticale Ol WorkersCompensaiion Insurance or a ceftilied copy ifierpol(Sec 3800 Labor Code]POLICY NOlor this reason^ f=9*5^ o^;5 QBrtH5~ rt"S.3<n^ — c^ J> -^~ SB — Srr— 2^-cD&.5 — Hui o^ x Ci 2 = 1 T'gftl O^SlS ^ °Str*=SEa,^-23'"1u* S.fp3^'^IfDC "> W&T2.— ™ = Ln O"^ ^ V^S^.T"— ~*^T-D Si-C"1.-!^^ H = 5 3 efis— S H. <s =! ST S =•« =T ™ « — ""^SH32 10 T3 "55"? » tFSeiOo-«™!S*3 ^0-H3§_ So3-a | E=™|- 5 ~o „ 4 ="|-S£'_1^ ="Ss-^ll <EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE fJ J~ ^>f . , BY* PHONE (1GRANTING OF THIS PERMIT /if^Jf /- fj\^.,j-^. ^-~ ~^'^J£ OA E CAREFULLY EXAMfNFD THE COMPLETED APPLICAF> UNDER PENALTY OP PERJURY THAT ALL INFOARATIONS ARE TRUE AND CORRECT AND 1 FURTHERD TO COMPLY WITH ALL ClTY COUNTY AND STATCTION WHETHER SPECIFIED HEREIN OR NOT 1 AL£HARMLESS THE CITY OF CARLSBAD AGAINST ALL LO AGREE TO SAVE INDEMf-ABILITIES JUDGMENTS COSTSAND APPLI^NTP SIGNATURE * OWNER^ CONTRACTOR LHAPPROVELjBY OSrt/ 1A rw/ /.TION AND PERMITRMATION HEREONCERTIFY AND AGR. LAWS GOVERNINHEREB/ING THEERMtT ISNG CON ioS c y3 sSrr1 E 5 * ^ ^ 31 QJ ^>n Every permit issued by I*ieBui!<expire by limitation and becomtby sucfi permit is not commenceit the buildw) or work ajtnonat any lim^afler the work is cormg Officialnull and vo3 within 180zed by suet1nmenced lo^ o ? ^avisiohsofthiIdmg or wofe dale ol suesuspended otBOdavs* AN OSHA PERM.T IS REQUIRED5 0 DEEP AMD DEMOLITION OSTRUCTURES OVER 3 STORIES/FOR EXCAVATIONS OVERR CONSTRUCTION OFN HEIGHTrr-f~ -I $ f*f^~> enO \TOTAL FEES PAYABLE1 "~ ^ ( -^ r\CREDIT DEPOSIT| vhc,TEMP OCCUPANCY (3D OAYSl-^, ^ ^ \ •. i « I o 33 CJ O •o ->— J > 0< •"^^ \LICENSE TAX 01-00 00-8162-aO oa N o1 1-^, •*fc».REMODEL ALTtR PER CIRCUIT-o o o \ =aa ^^** in 2 o COO ID O to ^ -a - o a O3o to o ID EXIST BLDG EA AMP/SWT/BKRao C/l O C7S 5 OJ(U 10 C3 to I Tl STORAGE TANKSo CT COO o *L NEW CONST LAAMP/SWTBKR / && /^~f \COLLECTORSSCHOOL FEE DISTRICT"O H ELECTRICAL PERMIT ISSUE^ ) \ O -c SOLARWC/)cm CD OCTm ~n m \s PUBLIC FACILITIin-n oo oo oo COIO t>J t 5T i \ ^1 a—i r- S n o ^^V Tl m VI~o T1 CJ Oo o CO * o CT O—1 COo Ol CJ c o3: ao a E5n /l o ro 31 f^ iWATER SOFTNERRELOCATIz oTl m om Xrn —irn oCD O 33 » rn ->I n JUM BREAKERMECH EXHAUST - HQOD/DUUSaCD o m o c:o o CO EACHINSTAl, ALTER REPAIR WAT ER PIPEe VENT f-AN SINGLE DUCT— ^MEGHANo o oo oo CO g 1 \EACH GAS SYSTEM b OR MORE, £ rn—1 Tl ^ m —i o CJ oo oin CO ^ 1 <* m i en C/) C/l m S O A Q C —1C/) S BOILER/COMPRESSOR 3 15 HP* —io— 1 -a c CD CJ Oo oo CO L fow ^N -EACH WATER HEATER AND/OR VENTS;BOILER/COMPRESSOR UP TO 3 HP-D -c.mo o o o LECOoai L t k J -EACH BUILDING SEWER< & \OVER 100 000 BTUSIGN PERMo oo oo CD ro i ^X 33m g \ A -INSTALLFURN DUCTS dP TO 100 000 BTU^ I BUILDING PERMC3 OCJ o CDro c; \ <J \ O PLUMBING PERMIT ISSUEvj C: oH-C /MECHANICAL PERMIT ISSUE^SUMMARY/ACCOUNT NUMBER-« .*>CENSUS TRACT/aTl r ZOcUlm V? £ nFT 3J n D z- o D -Dm — H S C/lC O REDEVELOPMENTAREAvD N*rj(x-" ° H OCC LOAD< 3a * "S^ u -Vof to/yrf Unless Machine Certified^h J fT A X DESIGNER S ADDRESSF/P FLR ELEVyQ MQ' m° O O— n m » \£L n vS m VJ* 3 Tl I_J 3 o V" c **• c: ^, — i v,*^ roif-VG^ &* **••cn ra C'ii<*) ££IU CH CO a tn T -A 6•PSH 'i a~ D L X LICENSE itSTANDARD PLAN tttt) rri CONTRACTOR 1 hereby allirm mat 1 am eiemp! from Itie Conlraclor s License Law lor Ihe lollowing reason (Sec 7031 5Business ana Prolessions Code Any city or county wtiicfi requires a permil to conslruci alter improve demolish orrepair any structure prior lo its issuance also requires 'he apDlicanl lor sucn rjermii to file a signed statement that he 15Q 1 h8f«by affirm Ihat 1 am licensed underprovisions of Chapter 9 (commencing wllhSection 7000) of Division 3 of the Businessand Prof 8S3 Ions Code and my license is mfull force and effect|.(. UK CLt«? I 5c. |S§. w r Z 0> n m \SUBDIVISIONASSESSOR PARCEJLi£- ~<.2tfT* J z o ' S< s, j] yiOj TJI•^ oz T1 aO \^L ; 3) XN in. ' >rt D1 " O (4 m r- K r\ \r-u \ o- § T;r z a CDf-oo 01mnOOm CONTRACTOR/•/<&. -*-v /.«os<. C.o-^KCONTRACTORS PHONE »H'W'itGiNOZm *i OCD ^. V >IV \ OJ >J o ^t-v ^W£ fe>x r\ A\ t/)H W u \ ^? W ^ & 5K. »in Py\§ ^v OI W 3)— y ol\ <"V\ w^^ in D O-n -or CATIONCD tn >--£" \fn z U)m B <J < -J? ~^w > ^ 5 N^ TJ ^^ D V | — ^ 3 IX»m DO •oO •wm O BO som <*» ro O sos> ° m X Mrri_io«wi-iv ni.K-in i»(-v>»»n. _.,LSBAD BUILDING DEPARTMENT APPLICATION & PEFm Carlsbad California 92008 1989 (619)438^525H : White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Prnkr^- Applicant Gold — Temporary File SPECIAL CONDITIONS ,'' ^BUILDING >y — O / tk*•-. --.«s-4 ^*- smOI z C r- / ** *** K > Ss ELECTRICAL \ i— — . . . ., ^_:* . r PLUMBING \\ !ID CALL FOR FINAL INSPECTICITEMS ABOVE HAVE03^msrn< ^r~*O^~" rtrnD-n 33o 33£ -Hm VENTILATING SYSTEMS i> *HEAT — AIR COND SYSTEMSX •N """"• ^ - - , *. * D DC O 9° TJ m n m TI TJ 7- £.) ^1 HMECHANICAL^n BONDING a POOLD ELECTRIC SERVICE -^TEMPOF***-•> 3) -< isf1•^ ^ROUGH ELECTRIC•' 1 1 ^D ELECTRIC UNDERGROUND D I-^j-•n~nm ^ELECTRICAL'D WATER HEATER D SOLAR WA'— — |-m3) N —- . . O>W Hmw ^ -»4 ^HTUB AND SHOWER PANX- -^ i HO TJ Oc-1 n 0en m D. **• m 3) JV* -* C Z Crr 3cr 3 Cc Z C & 5>cr•«m £ 5>H IT i 3 M 1m 3J'i CD C D I: ,fc ?^PLUMBING* Z Hm 3 O31 0" a 3J >rr s 1 "S INSULATION^* -^-^ v^ >EXTERIOR LATHAr ^SHEATHING n ROOF D SHEFRAME~> H ^^^fe *FLOOR & CEILING SUB FRAMEMASONRYGUNITE OR GROUT~-^REINFORCED STEEL// 1 s -nO Cza H O Z / ;^BUILDING>• ., - ; I , ' , , , ' 1 ' i i1 " ,' ^i= rn Q co O t/i ' wT3mO > Crt O Z 5^; ,- m i2> — -H I ^ C/}—I m O_^ I ~n mf~ O ^m O z Q O t)00 0 M 3) Hm rn-t ?m co O2rnD O -oO 3j OH^ j]n] m m O O </J m 2J3D C K5 (•)O H o 5.JJ Tl > t/J 1 ~ Oozn m H (T TI T) COO 2 O i° wO p. H O O o 1 ^ r~ ^ J>m zT) Om — Z "0m 1 _j " m— O0 cZ - mO O wT)m mm SJoo > jc \ — m =S —D 2 lo a^-J ™J "7f ^ ^- >g ^ CO D Hm • i' • <' 1 r V 1K V ^N i^ ^ , r Z T)n On j\ zo m .0 3}mr— D W~TJmn H OZ DmOO !U - 1 TJm D m f\. z * •om2 O $ > ^ — «. -J f"l APPLICANT COPY (T>"£lTY COPY 1| PLAN CHECKER COPY Citp of Cartebab 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. JURISDICTION: PROJECT ADDRESS :^ TO: S b* -"^ Indicate distance from center-line of street or alley to property line and distance from curb to property line. Sec. 302(b)7 Plans, specifications and calculations shallbe signed by a California State licensed engineer or architect. (CaliforniaBusiness and Professions Code) PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. Date plans received by jurisdiction Oate plans received by plan checker/T^/CTZ/ &>/1^ '^€ by' er/y t//6Date initial plan check completed FOREWORD: PLEASE RPAD Plan check is limited to technical requirementscontained in Che 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 cased on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or chanae All circled items have tc be satisfied before the plans will be in ccnformance with the cited codes and regulations Psr 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 Desn ceturned io you by the jurisdiction. To facilitate rechecking, please identify, nexr 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 tne preparation of the plans. Sec. 302(b) Q. FIRS PROTECTION 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 eavea, shall be one- fiour 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 SI2ES.t_LIGHT. VENTILATIONS AND GLAZING 2^. 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 mnimun of 1C square feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of thefloor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Miniimm is 1 5 sq.ft. (Sec.l205(a) 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 compartmenta,Q.aundry_ rooms and similar rooms if required win3ovare not provided. Sec. 1205<a) 1 No habitable room, other than a kitchen, shall be less than 7'0" in any dimension Sec 1207(c! 3how that ceiling height for habitable rooms is a minimum of 7'6" Sec 1207(a) x> X Show sailing height for laundry rooms, lallways, corridors, and bathrooms is a minimum of 7'0" Sec. I207(a) Provide 30" clear width Cor water closet compartments and 24* clearance in front of water cloaet. Sec. 171Hb) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing Cor glazing in hazardous locations such aa glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)Ig) Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor The window muse 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 Cor each foot of yard width if required windows i«n into the yard. Sec. I206(d) . A 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. XThe loft you show does not comply as a •nezzanine floor and is, by Building Code definition, a story *A. Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, sec. 723-22fb) b. Handrail shall be 30" to 34" above the nosing of treads. Sec. 33051j) c. 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 leas than 1 1/4" nor more than 2" in cross-sectional dimension. Sec. 3305(j> <*•* attached) Every stairway landing shall, have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 330Sig) A door may ooen over a stairway landing provided the door, in any position, does not reduce the clear area o« the Landing, in the direction of stairway travel, to less than one-half the required width of ;he stairway. Sec. 3303(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(1)2r Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at « point 12 inches Cram the side oC the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches. Sec. 3305fd) (see attached) Provide spiral stairway details: a X D. EXITS, STAIRWAYS, AND RAILINGS Floors aoove the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less tnan 16" in vidth and not less than 6'-8" ** '-.eight, and shall be capable eC opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing Cor porches, balconies, and open sides of landings Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details ar* adequate to suoport 20 pounds per lineal foot at a right angle to the top rail Table 23-a Provide stairway and landing details. Sec. 3305(b) & (e) a Maximum rise 9" and minimum run is 9" b Minimum head roam is 6'-6" c. Mnimum width is 30" Minimum run is 7 1/2 inches at a point from wnere the traad is the narrowest. Maximum rise is Minimum headroom is 6 Sec. 3305(C) (see attached) 9 1/2 inches. feet 6 inches. Spiral stairways -nay not oe used Cor required exits when the area served is greater than 400 sq. Ct. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between tne column and andrail Sec. 3305(f) Provide I.C.3,0 Reasearch Report and Number Cor metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department ar note that the stairway "aorication shall be done under special inspection per the approved fabrication plans, sec. 306(a)4S and Sec. JOSCfJ l-\ buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior waiL below or within 10 feet horizontally of an exterior stair- way An exit balcony with 2 separated stairways is axcmot. 5«c 3305 Exterior stjirvays shai1 not oroject into c'le 3 foot setback from t^ie oroperty 1 ines Sac. 3305ln) 5. The walls and soffits of the enclosed usable soace under interior stairs shall be protected on the enclosed side as required for one-hour fira-resistive construction. Sec. 330S(m) 62. Minimum construction specifications shall be Tiade a part of the approved plans. (See attached) ROOFING . Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of Specify roof material and application.•Specify I.C.B.O. approval number for roo materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains and overflows. Sec. 3207(al Provide snylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. 77. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. 78. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) H. MASONRY 85. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 36. Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 25l6(a) regarding ties and *9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. 38. Show height and construction details of all itasonry walls. Chapter 24 89 *Jote that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall ae sealed before grouting, after inspection. Sec 2415 91. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whicTever is greater Sec. 2310 <12 Provide material specification* for mortar, grout, masonry and reinforcing steel. Sec. 2403 93 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. 94 Note,that special inspection of the -nasonry will be required for G. GARAGE AMD CARPORTS 100 Garage requires one-hour fire protection on the garage side of walls and ceiling common to Che dwelling. Table 5-B Sec.503(b) 101.All elements supporting floor above garage Co lave one-hour fire-resistive protection an tie garage side. Sec. 503. Beams and posts, not vithn the wall or ceiling con- struction, cnust comoly with EJBC, Table 43-A, ar be inn-mum 6" dimension beam and rninmum 3" ay 3" post 102. Show I 3/9" solid core self-closing door for openings set<teen garage and dwelling. Sec. 503id) 103. Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 105. Show garage framing section, size of header over garage opening, lateral cross bracing at place line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'3". Table 24-1 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 71/2 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(1)2 and 3305 (g). 108. Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. 109 Note that continuous fire wall protection shall be installed behind raised platform!a) prior to framing platform. H. roUNDATIOM 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, comoressibility and bearing value. Sec. 2905 Note on the clan the soils classification, whether or not the soil is expansive, and note the allowable bearing value Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. 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: 1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan " lil 12 Provide soread footings for concentrated loads designed far 1,000 ?SF soil bearing or oer bearing value as determined ay an engineer or architect Chapter 29 Show of ail foundation walls Chanter 23 Show height of retailed earth on all foundation C*iaoter 23 Sf-ow distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 ^ote an plans that wood shall be 6" above finisn grade. See. 24l7(c) 7 Vote on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905 (f) Dimension foundation per Table 29A. TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS NUHIIIor STORIES 1 2 3 THICKNESS 0* FOUMOATlOJt WAU(ItKttn) CONCRCtt 6 S 10 UNIT MUONIT 6 3 10 WIDTHOFHOTINCitncflft) 12 13 18 THICKNKSOFFOOTIN6(InchMi 6 7 3 OIPTH OFFOUNDATIONBCLOW NATURALSUHFACt OF SRflUNO GRAOC IhKftti) 12 18 24 NOTES Where unusual condition.! or frost ooodUxHU are found, footings andfoundation! ihall b« as required tn Section 2907 <a) The ground under the floor may tw excavated to the elexation of thetop of the foot ms ?*. X Show foundation sills to be pressure treated, or equal. Sec. 2S17(c) 3. Show foundation bolt size and spacing. Sec. 2907(e) \4. Specify size, ICBO number and manufacturer of power driven pins. Show edge and end ./distance and spacing. Sec. 306(f) Show s.ze, imbedment and location of hold !own anchors on foundation plan Sec 2312(f) on plan fiat hold down anchors must be t.ed in place prior to foundation inspection Sec. 2312tf) vote cross bridging or blocking. Floor joists and rafters nore tnan 12" 11 dept^ and spanning -nore fian 8 feet shall be supported laterally oy bridging at intervals not exceeding a feee. Sec. 2506(g) Show blocking at ends and at supports of floor joists, and for rafters at exterior 11s. Sec. 250S(g) Show solid blocking at ridge line and at exterior walls on trussed roofs, ec. 2506<g) Show double joists. Floor joists shall be doubled under bearing partitions running /parallel with th« joists. Sac. 251fl(d) 5 L46. Show rafter ties. Rafter ties shall be spaced not more than 4 feat an center where rafters and ceiling joists are not s parallel. Sec. 2S18(h) ^1-67 Show rafter purlin braces to be not less than 43 degrees to the horizontal.Sec. ZSLBtn) Snow 1/2" minimum clearance between top plate of interior partitions and aottom c*iord of trusses. (To ensure loading will be as designed.} Show double top plate with minimum 48" lap splice. Sec 2513(g)4 LTD. Show nailing will be in compliance with / /Table 25-P. 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 incombustibles for the fire stop and at other places that could afford passage of flame Sec. 2517(f) )? 134/ /Show adequate footings under all shear /Walls. Sec. 2311(e) 134 Show stepped footings for slopes steeper / tlan 1-10. Sec. 2907(c) Show minimum 16" clearance from grade tobottom of floor joists and minimum 12" / clearance to bottom of girders. Sec. 2517 1*0. Show pier size, spacing and depth into / unuiSUiroed SQiI. Table 29-A 141 Show Tiinimum under floor access of I8"x 24" /Sec 2S17 142. Show minimum under floor ventilation equal - to 1 1/2 sq. ft. for each 25 lin«al feet of exterior foundation with openings as close to earners as practicable to provide cross ventilation on ac least two approximate- ly opposite aides. Sec. 2517 /V74 I.FRAMING r . $-0 Show all joists, rafters, oeams, and posts 3" to 4" tnick to be Mo. 2 Grade Douglas Fir-Larch or setter All posts and beams -3" and flicker shall be No I Grade Douglas or oetter. (Taole 25-A-U Show wall bracing Every exterior wood stud jail and main cross partition shall oe oraced at each *nd and at least every 25 feet of length with 1x4 diagonal let-ii orace or equivalent. Sec 2518(g)5 Show stud size and spacing, able stud heights: 2-X4"? 16' 3"x4"&2"x6-9 16"o.c. is 20' Maximum allow-1 IS 14' , Sec. 25iaigi2 Vote an A I.T.C Certificate of Camoliance for glued laminated wood memoers shall be giveT to the Building Inspector prior to erection. Sec. 306(f] Detail all post to beam and oost to footing connections. Sec. 2517 [ c) 4 Specify lail size and spacing for all shear *alls, floor and roof diaohraams Indicate required olocking. Maintain •naximum diapnragm dimension ratios. / (Tables 1,J,H). 76 Show 3"x4" or 2"x6" studs in first story , of three story building. Sec. 2S18(f) Provide truss details and truss calculations. 78 Provide roof framing plan. Sec. 302ta)7 •79 Provide framing sections through Section 302(a) 7 Specify all header sizes for opening over 4' wide. Sec. 2519(g) 7 Provide calculations for _ _._.. Section 302(a) 7 In areas subject to water splash and in exterior locations, *ood columns and oasts shall ae sapported Dy piers promoting at least 2" anove the finished grade and shall oear on a metal base plate or treatsa wood unless tTe columns or posts are foun- dation grade redwood or cedar Sec 2Sl7(c!4 -3J L9 j. Show location at attic access -nth minimun s^ze 22' x 30". Sec 3205 Show draft separation for attic areas .in excess of 3,000 sq.ft. Sec. 3205 Show draft separation for apace between drooped ceilings and floor aoove in excess f v.OOO sq.ft. Sec. 2517 Specify plywood grade and panel indenti- Cication index. Taole 25-J dhen roof pitch is less than 3.12, design ridge as a oa-ao. Sac. 2513 (h) Wood shear -alls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in eight. Sec. 2S16(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragm* to resut forces imposed by masonry or concrete onstruction. Table 47-1 If cripple -rail studs are less than 14", framing snail be solid blocking. 5ec.25l3(g)6 Cripple wall studs exceeding 4 feet in heignt shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Sec. 25U<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 uccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding, see. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304!b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2S13(h) 3 Provide Tietal straps across ridge beam and rafters. MECHANICAL 208 Show access to trie attic or under floor furnace to oe minimum 30 inches by 30 inches. Sec. 703 « 709 UMC 209. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not Less than 24 incnes wide. Sec 708 CJMC 210. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UHC 211. Show details to comply with Section 709 for furnace under the floor, Section 703 for attic furnace, or Section 710 for roof or outside furnace. 212. Note on plan, gaa vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or calling. OBC Sec. 1706(a)6 K. ELECTHICAI. (National electrical Coda) All tiring shall comply with the National Electricscode Mote on the olan the amperage of electrical service. r_f the electrical installation 13 more than 200 amperes, show panel location and provide a single line diagram and load calculations including- a. rfiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel schedule(s). Dwellings require minimum 100 amp service. Show location of all electrical receptacles. •, Electrical receptacle locations and/or spacing is not adequate in All heating, ventilating, and cooling systems a-d appliances shall comply with the Uniform Mecnanical Code. 200 Show the size, location and type of all heating and cooling appliances or systems. 201 Show source of combustion air for furnace *ill comply with Chaper 5, U.M.C. 202 svar*, djell»*sf unit shall be provided with heating facilities capable of maintain- -ng a room temperature of 70a p. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 203. Show minimum 30" deep unobstructed working space in front of furnace. 204 Mote on olans,clearances to be per manufac- turers listing Sec. 704 UMC 105. Furnace shall iot be installed under any stairway. Sec. 704 UMC 206 Furiace shall not be installed in any bedroom, oatnraom, closet, or in confined is1! access only through such room, soecified ja direct vent appliance, erelosed furnace or electric heating aoplianceX Sec 70-4 JMC 207 Show IC30 aporoval for prefab fireplace and provide approved installation instructions at TQO site. At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets Art. 210-25(b) Show minimum dwelling lighting (NEC Art 210-26(a) and GFI'S n garage, baths and outdoors. *1EC Art 210-8(a) Note 'UFER" ground to be provided (MECJ.Art aso-ai L_ PLUMBING (Uniform Plumbing^gde) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, t>pe and location on plans. Show method of providing comanation air to fuel burning water heater Sec. 1307 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 heater from vanicle damage Show T and P valve on water h«ater and anow route of discharge line to exterior Sac 1007(e) protect water Sec. 1310 Provide dryer vent to outside UMC Sec. 1903 Vote on the plan that hose bibbs and Sprnftlar svstems shall have approved ow prevention devices Sec 1003 Shower 3tal I snail accamodace a 30 "circle 4nd nave a -ninimum floor area of 900 sq in UPC 909(d) J6. M. HOISE INSULATION _( DUPLEXES > Show details of duplex common (part/) walls 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 Show now penetration of assemblies for piping, electrical devices, recessed cabinets, aathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, r insulated to maintain required sound transmission rating. Title 25 Provide insulation in walls and calling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERG^CQHSERVATl OH All additions to existing residential bu.ldings must comply with Title 24 energy regulations. Additions exceeding 30% off the existing building requires the existing and addition to have R-19 ceiling insulation iff the existing ceiling area is accessible for insulation installation (T20-140KO . Specify the insulation R values for walls, roof and ceiling. (R-ll for walls: ft-19 for ceilings, or provide details and analysis for alternate design. T20-1403 Table A fc 2B.f Specify tha gross floor area or heated portions of tha dwelling, and tha area of glazed openings on tha plan. (T20-1430) Provide an analysis justifying increasing tha single glazed area beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T2Q-l402,def.) Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed tha building design heat loss by more than 301. (Exceptions: 48.000 3TU Hr. output furnace. See also California Efficiency Adjustment.) T24-1404 vote on plan that all tranverse ducts, plenums, and fitting points of HVAC system shall be sealed with pressure sensitive ( tape or mastic to prevent air loss. T20-1404 Note on plan that insulation of ducts shall conform to IMC Section 1005. (T2Q-1404) '•lote on plan that all doors and windows to the axterior or to unconditioned areas snail a« fully weather striped per ANSI Standard. (T20-1403). <-—. Note on plan that back draft dampers are "~^ required on all fan systems exhausting ~^ air from tne building. T20-1403 £lec^.riCai cesistance space heating shall not be used unless a S0% of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c* less than 10% of total heating system. d life cycle cost analysis justifies. T20-1404 Vote an plan that all heating and cooling equipment efficiencies shall conform to Title 20~C.hapter 2. Subchapter 4, Article 4 (754 for forced air furnaces). Vote on plan tnat no natural gas, central "eac^ng plane -nay be installed without an rpcemittent Ignition Device T20-1405 Electric resistance water heating 13 not pemittsct unless verfied as cost effective sv a l-fe C',cl« -ost analysis. T2Q-L4Q6 305. '4. Outdoor pools with fossil fuel heaters require pool covers as well as ocner energy saving devices such as time clocks, etc. T20-1406 MISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. c. 2517(e) Specify material to be used under the ower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, CISC. Two 3/4" copper pipas must ba ins Called from water heater location to convenient location of future solar panels (City Ord. Provide sleeves (roof jacks! in roof for two future 3/4" copper pipes to convenient location of future solar panels {City Ord. ) ,— >. Mote that solar water piping is to be insulated ^X. in areas that are not heated or cooled. ^/ (City Ord.) (_J7 See attachment for roofing requirements. o Be \13>*Z- \\e>m NOTE; The plans were reviewed baaed on tha information shown on the plans. If the plans are in error, or changed during construction, tha permittea shall contact tha Building Department (or review and prior approval before proceeding with the work: Q Building plans are substantially correct and complete. By. Oate; ilding plans would be substantially correct and complete if minor corrections are made at counter By: Date: Building plans require major corrections and complete plan recheck, by plan check engineer, is required By:. Data; 1C /ou have any questions regarding this plan cneck, please call T" ? v/V* attoJ^ (5^ *4-G<5 fie *ould also be pleased to -neet vich /ou, -st no cnarge, if additional assistance is needed • Jp*f*m. -r* "V ' **fj *u Date Jurisdictio-/~" /"^ Prepared by: J$^^5~~ VALUATION AND PLAN CHECK FEE PLAN CHECK NO. C^3 ^^- /^ / BUILDING ADDRESS Cl~rf ~2 & &&£» ^2^ Q Bldg. Dept. D Esgil APPLICANT/CONTACT A&A/T ^/2^Gd X/ PHONE NO. *7#£r&?&3 BUILDING OCCUPANCY /2*~3 ^>^VJ DESIGNER PHONE C^"^ TYPE OF CONSTRUCTION (/- A/ BUILDING PORTION £/&"&& Si <^*3~rz^ c3. ^%^^^ c^L Res. Baths {over 3) Res . Fireplaces ( °^er Air Conditioning: Commercial Residential Res. or Comm. 'Fire S-orinklers Total Value V ^ Building Permit Fee $*^°~" Plan Check fepYjV^J BUILDING AREA X. S33^/ , x. 4^7^? c x SL&0 ^ I ^n -?oV_ CONTRACTOR // VALUATION ' MULTIPLIER"" ^4^^X" ^ /2^- S»s 7s& ;r y @ 2,200 @ 1,760 @ 2.80 @ 2.40 @ 1.50 «=: PHONE V /4/3#£ VALUE, ^.rf, /. -^>^^_-^JS£*&t> f/.^ge t^^nj1/ ^>_...-=^j — — ~^ _^a*«e^— -> -^0^7 /<^0 ^4^^T^^j^y^ d-^^S*® Adjustment for State Q^^ "^ Mdndated Handicappedw^^ rx^v7?^.vr , ,i^?^ A r o M n r N i s 8/4/82 DEVELOPMENTAL SERVICES a Assistant City Manager (714)4385595 D Building Department 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 of Csrtebsb D Engineering Department (714)4335541 D Housing & Redevelopment Department (714)438-?611 D Planning Dt-partment (714)438-5591 RFSIDENTIAL VALUATION CHART EFF. 7/1/82 SFD OR DUPLEX LIVING AREA ATTACHED UNITS-3 OR MORE GARAGE AREA COVERED PORCH COVERED PATIO BALCONIES/STAIRS EACH BATHROOM OVER 3 EACH FIREPLACE OVER 2 RETAINING WALLS POOLS SPAS AIR CONDITIONING X 47.00 X 12.00 X 4.50 X 4 50 X 7.50 X 2200.00 X 1760.00 X 9.00 X 19.00 X 2.40 MOBILE OR MODULAR ON S.F. LOT(^ OF BLDC . PER FT). X TOTAL VALUATION 4000.00 PLAN CHECK FEE( 65% OF BUILDING PERMIT FEE) DEVELOPMENTAL .SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 438-5525 Citp June 29, 1984 TO WHOM IT MAY CONCERN * The Public Facilities Fees for the duplex built at 2820 and 2822 Cazadero were collected on September 26, 1983 when Building Permit 83-247 was issued. The amount collected was $4143.00. MARTIN ORENYAK DIRECTOR OF BUILDING AND PLANNING cd CUBIC YARDS MINER NOTIFIED INTERDEPARrMENIAL INFORMATION SHEET X^ BUILDING ADDRESS: A.P.N ^ £/;Pr53Y3 —2$ C"^ ECEIVED DATE' JUN141933 UTY OF; CARLSBADBuilding Department /L?.../: <: ELfiNHLHLDEPMHlERL ZONI; ENCINITAS SCHOOL FEES: SAN DIEGUITO CARLSBAD SAN MARCOS -UNITS REQ'D. % COVERAGE ALLOWED* PARKING SPACES REQ'D: BUILDING HEIGHT RED!*P* PROVIDED: FRONT SETBACK PROVIDED:.0 f INTRUSIONS: ^RE-DEVELOPMENT APPROVAL REQ'D: PROVIDED: PROVIDED: REAR SETBACK LANDSCAPE § IRRIGATION PLAN COMMENTS. ENVIRONMENTAL PROTECTION REQ. ADDITIONAL COMMENTS: ENGINFFRING DFPARIf'.FMT R.O.W: O.A . IMPROVEMENTS PUBLIC FACILITIES FEE:SEWER CONNECTION: DRIVEWAY LOCATION'(S) GRADING PERMIT EAS.LMEN1S O •i DRAINAGE: LEGAL DESCRIPTION: AlJ^ITIONAL COMMENTS «CHrCK II ENG OK TO ISSUE: DA I £. •ING INSPECTION REQ'D. ON FINAL. f.-DATE: jf^P-^3 PtfI:lAa OK 10 MNA * II '[HIS I'ILM IS NO'I CIICCKLD, IIUILDING DLPARTMCNT WILL MAKE FINAL INSPrCI ION. "jywterjt!***11*' <*j^S5f •^ SOUTHERN 1G LABORATORY SAN DIEGO - 28094301 ESCONDfD& - ,746-4544 PAltA DESERT - 346-50*2 tw(*«r OF UNDERCUTt0fS,w Undercut..Undercut Depth, Ft. KT, |i*gt "tests %tjpn Tbday .Yardage Placed. Equipment Working . w J.N.683~66 ENGINEERING * I DALE" L. FORBES] • CIVIL ENGINEER Lie. 3<H07 Project: Structural calculations on Duplex-Condo. for Mr, Kent Forgeon at lot 359, Cazadero Drive. Client: James Leigh Group, Inc Date: June 6, 1983 Capri Circle Huntington Beach, Ca. 92647 (71*0 891-5635 *v FORBES ENGINEERING Sheet Date: JN: LOAD CONDITION MJ Roof; Wd.Shake/Compo Slope: 4:12 Live Load 16.0 Roofing Mtl. 4-0 Build-up Sheathing 1.5 Roof Rafters 1 .5 Ceilittg Joist 1.5 Drywall 2.5 u j -i rtMisc. 1 .0 Dead Load 12.0 Total Load 28.0 LL/1.25 + DL 25.0 HI Rock 3:12 20.0 6.0 1.5 3.0 2.5 1 .0 14.0 34.0 30.0 S Tile 4:12 16.0 10.0 1.5 1.5 1.5 2.5 1 .0 18.0 34.0 31.0 Floor; Live Load D.L. of F/F Sheathing Floor Joist Drywall Total D.L. Total Load LOAD CONDITION UAVF^ a ^ f\v\ a »ne vi sions * D D E w/o 40.0 5.0 1.5 3.0 TO" 52.0 I S ' w/conc. 40.0 15.0 1.5 3.0 2-?22.0 62.0 4- D CRITERIA: 1979 Uniform Building Code / Los Angeles Building Code Timber: West Coast Douglas Fir Size/Grd. 2X No.^ 4X No.tl 6X No.l/DSS fb (single/rep) 1250 / 1450 1500 1350 / 1900 fv psi 95 95 85 E psi 1 ,700,000 1,800,000 1 ,600,000/1.7 Glued Laminated Beams: West Coast Douglas Fir Industrial app. grade fb=2400 psi; fv=l65psi; E=1, 700,000psi Concrete: Foundation: 28 day strength = 2000.psi, continuous inspection not required. Reinforcing Steel: Intermediate Grade, A40, as per ASTM A615. All bars except #2 shall be deformed. Welded wire mesh as per ASTM A185. Structural Steel: Fabrication and erection of structural steel shall be in accordance with "specification for the design, fabri- cation and erection of structural steel for buildings," AISC, current edition. Steel to conform to ASTM A-36; Pipe Columns shall conform to ASTM A53» Orade B. All welding shall be performed by certi- fied welders, using the Electric Shielded Arc Process at licensed shops or other- wise approved by the Building Department. Continuous inspection required for all field welding. ENGINEER: FE ENGINEERING Sheet: 3 Date: JN; P = Roof = ( Wall = ( Floor= ( .)(_ DL, w = psi v=( /?rPif) A=1.5 V/r 1= Use 6 X = 3 A o in2 R= /?JTP WCDF # j t./£.7 P = Wall » ( )(_ Floor= ( ) (_ ? DL, W = ). 3^psi lf ) A=1.5 V/J£Tpsi = 23. f in2 R= Y I 2— WCDF # / ^ / (L=P = Roof = (2.*T)( Wall = ( )(_ Floor= ( ) (_ DL w = -3in A=1.5 1= J72~~ in4 R= Use_4-x WCDF # ENGINEERING Sheet; 4- Date; P 11 p = Roof =* ( Wall * ( Floor- ( .)(_.)(_ .)(_ DL, W = if) (- in2 1=R= 4- K /Z- WCDF P ='rf Roof = ( Wall = ( Floor= ( }( DL, W =_ //C? psi lf ) A=1.5 1= in2 in*. Use 4- V IZ— WCDF T 0 P = Roof = ( Wall = ( Floor= )( DL, W = A=1.5 V/J?£psi = 4S.fr in2 1= in* R= , FE ENGINEERING Sheet Date: JN: Roof = (2C)( Wall = ( \0}( Floor= DL W = V=( 1= psi •Lf)( in^ in2 in4, R= 4,1 Use 6 X /g WCDF 4- X I p = Roof Wall ( - UiJLSi DL. 'i»c? . 3 V=(. A=1.5 lf ) 1= in^f R= 74i4* r SSI-X" /^ WCDF # I Li-- Roof = (^£)(. Wall = (/P )( Floor= = 3>0 DL f63j 15*W, = 1-20 psi .3 in A-1.5 i =^/. !> in2 I=_ in4 R= ,27 FE FORBES ENGINEERING Sheet: Date: AT P = f*L^ Roof = (, Wall = (. Floor= ( .)(. .)(. P £-,DL, W = S=- _._2A=1.5 V/f-2£psi =_2£/2 in Use 4 X IP WCDF j I E.Ta= 4 •P = Roof = (. Wall = (. Floor= ( )( J ''33'v DL W = ._12( ^5"f4 ) V=(_ A=1.5 If)=JT&_ _._2 in4, R= Use 4A/<!> WCDF # / P = Roof = (, Wall = (. Floor= ( .)(. )(. DL W = ;.12( I psi V=( A=1.5 V/ 1= isi = in in4 R= 1 E EIMGIIMEERING Sheet: 7 Date: LATERAL ANALYSIS ( n_psf)(4-0 )Floor = (.186 ) X Controlling Lateral Force: 2 _2 TRANSVERSE Wind: Seismic: Roof = Wall Floor = (.186 ) X Controlling Lateral Force; Z3>!> plf U 10 = 36,4- ^ 204- X 330 R ENGINEERING Sheet; Date: JN: FRAMING NOTES; 1979 Uniform Building Code a. All exterior walls to be secured with 1/2" dia. x 10" A.B.rs at 72" o*c.» unless otherwise noted b. An alternate to A.B.!s use Phillips Red Heads ws1254 c. All interior walls with shot pins (Ramset #3348 or equivalent) at 36" o.c. at bearing walls and 48" o,c, at non-bearing walls unless otherwise noted. /1\— 1x diagonal sheathing. Each board nailed at every stud with 2-8d for Tx6 & 3-8d for 1x8. Diaphragm boundaries use 3 & 4-8d nails respectively, (sec. 2514 b.l) 300.#/1 /2\— 1/2" drywall with 5d cooler nails 9 7" o.c. edges ' & field (Table 47-1 UBC) 100.jP/1 /3\-- 5/8" drywall with 6d cooler nails 8 7" o.c. edges & field (Table 47-1 UBC) — — 100.0/1 /4\— 1/2" drywall with 5d cooler nails @ 4" o.c. edges & field (Table 47-1 UBC) 125.0/1 /5\-- 5/8" drywall with 6d cooler nails 8 4" o.c. edges & field (Table 47-1 UBC)- 125.0/1 /6y- 1/2" blocked drywall with 5d cooler nails @ 4" edges & field (table 47-1 UBC) 150. •\ 7\-- 5/8" blocked drywall with 6d cooler nails @ 4" o.c. edges & field (Table 47-1 UBC) 175. /8\-- 7/8" stucco over paper backed lath w/16 gauge staples at 6" o.c. at top & bottom plates, edge of shear wall and on field (ICBO Report No. 1823. May 1972) or (ICBO Report No. 1318, Feb. 1973) • 180.0/1 9\-- 7/8" stucco over paper backed lath w/16 gauge staples at 3" o.c. at top & bottom plates, edge of shear wall and 6" o.c. on field (ICBO Report No. 1823, May 1972) or (ICBO Report No. 1318, Feb. 1973J 325.0/1 **(Use CDX or Std. W. Ext. Glue In-lieu of Str. II)** -- 3/8" Structural II Plywood with 3d nails at 6" o.c. at edges & 12" o.c. field (Table 25K UBC) 264.0/1 — 3/8" Structural II Plywood with 8d nails at 4" o.c. at edges & 12" o.c. field (Table 25K UBC) 384.0/1 '12\-- 3/8" Structural II Plywood with 8d nails at 2-1/2" o.c. at edges & 12" o.c. field (Table 25K UBC) 564.0/1 — 3/8" Structural II Plywood with 8d nails at 2" o.c. at edges & 12" o.c. field (Table 25K UBC) 636.0/1 /\— " Structural Plywood with d nails at o.c. edges & 12 o.c. field (Table 25K UBC)- R ENGINEERING Sheet: o_ Date: / / JN: Wall e r=/\4 Steel Strap Simpson ST- over ply. sheathing. DETAIL EA/Post - Full be'aring for HDR, 2X4" Studs 6 16" O.C. (©) £" X 10" AB'S per panel Simpson PA28 on 4 X & Post IbsLoad = ( f»\ Shear = Load/ x = S2-4-1W 7- ft 4~ /^ — Ibs/ft O.T.M.= L x H g7-^- X t»Lb = ^"•f<??> ft-lbs Section Req!d = O.T.M. x 12/1.33 x 1500 = .006 x O.T.M. 3 ~ -006 ( ^f13) = S^5> IN3, UPLIFT « O.T.M./x = _Z2lbs . 2STEEL REQ'D = •& in /^N USEUSE A w/ (©} i" x 10" AB'S per panel /i-A lr\ W/ Simpson ST- &JZ4"E/S of panel on posts FE FORBES ENGINEERING Sheet: /e» Date: &/5/g"3 JN: WALL <i - I i -xw / • LOAD = ( 6 { LB/FT)^27-FT/2) £+2.7/jJ ~ SHEAR = LOAD/ JT^FT = / <? 0 LBS/FT Cj-'- USE L = WALL <2 LOAD = ( k| LB/FT)(2d FT/2)3f r. SHSAR = LOAD/ f- FT = 3^5" LBS/FT Q.'. USE A" L ^ WALL c LOAD = ( |*<| LB/FT)( 20 FT/2) - SHEAR = LOAD/?: FT = 174" LBS/FT O •'•m^ WALL £,£T LOAD = ( 2.33 LB/FT)(/o FT/2)2'^r6/ SHEAR = LOAD//^ FT = H| LBS/FT Q / USE L = f L = 2.337^ FORBES ENGINEERING Sheet Date: JN: Wall Q PVIOVT DETAIL EA/Post 4. X ^Posts - Full be&ring for HDR, 2 X f Studs @ 16" O.C. (7-) ^" X 10" ABrS per panel ( I ) Simpson on 4. X 4. Post Load =n 4- IDS Shear = Load/ x = O.T.M.= L x H = / Section S = .006 ( - Ibs/ A_ X ^/ Ibs/ft ft-lbs = O.T.M. x 12/1.33 x 1500 = .006 x O.T.M. ) = ^-4- IN3. UPLIFT = O.T.M./x = STEEL REQ!D =// in2 oUSE A w/ (2>) in x 10" AB»S per panel W/ Simpson ST-^73^ E/S of panel on posts FE ENGINEERING Sheet Date; JN: WALL <=, LOAD = SHEAR = LOAD/22^ FT = FT/2) ~ LBS/FT O.*. 2SE L = WALL LOAD = ( «> LB/FT)(2^FT/2) T SHEAR = LOAD//6,:TFT = / b °\ LBS/FT Cj/. USE WALL <2. LOAD = ( 23> LB/FT)( J-2-FT/2) - 13 SHEAR = LOAD/ ^ FT = H S' LBS/FT g L = *** pffT-(G)C^ [lo) WALL <a. LOAD = ( ZSjTLB/FTfi(32- FT/2) t(.2V^qS]- SHEAR = LOAD/ 4^ FT = |7-2_ LBS/FT L = FE EIMC3IIMEERIIMQ Sheet Date; JNs WALL ^ Rl 6 #7 OF LOAD = (2<asr LB/FT)(2oFT/2)*g SHEAR = LOAD//6,zrFT = Q WALL SHEAR = LOAD/ / (+ FT Q.'. USE LBS/FT LBS/FT L = WALL LOAD = ( LB/FT}( SHEAR = LOAD/ FT = <.gg- FT/2) * LBS/FT O L = WALL LOAD = ( LB/FT)( SHEAR = LOAD/ FT = O •'• -A FT/2) - LBS/FT L = ENGINEERING Sheet: / Date; JN: AT 7 VI_,N* T FE ENGINEERING Sheet: Date; JN: /Del <? 6, " TT R ENGINEERING Sheet; Date; JN! FE EIMGIIMEERIIMO Sheet; Date: JN: FE ENGINEERING Sheet: Date: ^/. JN: FOUNDATION ANALYSIS Assumed Soil Bearing Pressure = I to be verified by Soils Report a Department prior to construction 1 ) Continuous Footing Design. Roof: 25- Wall: 10 ( \Lf Floor: psf 7 wreq (H30-7S') Use {Z. " wide X IST " deep continuous footing 1 story fZ, " wide X /S " deep continuous footing 2 story ^^^ Lx.(<,-/c>/,o /^ 2) Point Loaded Footing. P v _ SB S WPmax = • . , , 3) Pads & Steel Needed. A) PAD FOR2BM-S ?'• B) Slab -3, Pmax f— Post ,-7,1+ ^J, \ D SOUTHERN CALIFORNIA SOIL AND TESTING, INC 6ZHQ RIVEROALE ST SAN DIEGO CALIF 9 2 1 2 Q . TELE 2130-4321 • P O BOX 20627 SAN DIEGO, CALIF 9 2 1 2 D 7 4 - B 3 1 VELIE WAY PALM DESERT, CALIF 9 Z Z 6 d • TELE 3 4 6 - 1 Q 7 B fi 7 a ENTERPRJ3E ST ESCdNpfDCI, CALIF 9 Z d Z 5 • TELE 746-4544 September 28, 1983 Randy Forgan 2816 Cazadero Drive Carlsbad, California 92008 SCS&T 14244 Report No. 1 SUBJECT: Moisture Test Results, Forgan Lot, 2820 Cazadero Drive, Carlsbad. Dear Sir: In accordance with your request, we have completed a moisture test at the subject site. A representative sample of the subsurface soil was obtained and tested for its moisture content. This sample which was located approxi- mately 18 inches below grade was determined to possess a moisture content of 21.4%. If you have any questions after reviewing our report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert R. Russell, R.C.E. #32142 RRR/nr cc- (3) Submitted (1) SCSST, Escondido (1) City of Carlsbad, Building Dept. r SEP 2 f< 133' J1TY OF CARLSBAD Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC IDG NO 26 SAN MARCOS UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAILABILITY LETTER (Applicant fill in - print legibly) APPLICANT new f* C R£,^J ^ for^ <SO*O Phone No V $8 OWNER /X"t.o£- £ Q.^-'Jv J-OM 10 '^J Phone No V"i< - y^oy JC'C'/3 <?-y~!>QY Address 2. & /A £_••£- x. c, cJ* «. ^o O-* PROJECT DESCRIPTION Project Address/Location to^ "\ ,C<? C<^v ^eZ<z/^-r Project Name AJ o «J c_ Project located on Assessor's Parcel Numbers Assessor's Parcel No (s) 1 |3 [ / j jj | Tj jj.1^1 i?.!/?! 3 | I 1 | | ( Attach legal description if necessary) 2 | | | |D | MM t 4 | I I M Census Tract No ?00 0^ J^J f] I Project Type (check one or more) Housing Tyne No of D U 's No of Bedrooms PyT' Minor Subdivision (TPM) Single Family i i Major Subdivision (TM) Multiple Family ?(ji,vt *~ S ^ Mobilehome Units , k^J Owner/applicant agrees to reconfirm this proiect with the issuing school district every 6 months unless such action is not required by the district District Phone 619-744-4776 Owner/applicant understand that Che certification Eor school service contained in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision^ oermit, or other conditional use processes) expires The information I ^ / L. ^S DateAPPLICANT'S SIGNATURE SAN MARCOS UNIFIED SCHOOL DISlPICT CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAI I ABILITY Date ID | U|9 | DAY TO City of Carlsbad FROM school District San Marcos Unified Grades Served K-6, 7 & 8, | [ School services and facilities are committed for this mojcct Services \\ill be available concurrent with project need based on a secured agreement with I ho developer which has adequate financing and clear intent The termination dale of the document is See at taxied copy j|T7V The undersigned school district hereby certifies that it will be able to urovide adequate school services and facilities to the above described proioct concurrently with the need of such proiect Owner/applicant has oud the lequned developer 's fee [~i The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because DISTRICT REPRESENTATIVE'S SIGNATURE Date September 7, 1983 TITLE Far.illfies Technician Phone 744-4776 WTTTTR-riVTH wmY YFLLOW-DISTRICr PINK-OWNER/APPLICANT LEUCAOIA COUNTY WATER DISTRICT , ' APPLICATION FOR SEWER SERVICE The application irust be signed by the owner Cor his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. / APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION , OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- / TIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of thp sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME: Kent & Randy Forqeon - CONNECTION FEE. $3,000.00 MAILING ADDRESS: 1175 La Moree Rd LATERAL SIZE: ; EASEMENT: San Marcos. Ca 92069 EXTRA FOOTAGE: @$ /Foot , PHONE NUMBER: 745-6963 EXTRA DEPTH: _@$ /Foot i SERVICE ADDRESS: Cazadero Dr LATERAL FEE \ LOT NUMBER- 359 INSPECTION DEPOSIT 50.00 1 TRACT DESCRIPTION? L CM 2 PRORATED SEWER SERVICE FEE 60.00 1 ASSESSOR'S PARCEL NO: 3.i C-3 3-3 - "5 ft* TOTAL $3,110 00 TYPE OF BUILDING Duplex NO. OF UNITS 2_ PAID BY: CASH CHECK NO. 4228 ^RECEIVED BY gf The undersigned hereby agrees that the above information given is correct and agrees to the cCnditionsas stated. 6-14-33 16066-65 Owne/'S Signature D^e Account N