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13-1499 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001499 Property Address: 78885 DESCANSO LN APN: 646-350-015- - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 13000 Td4t �� VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/25/13 Owner: MASTER ASSN FOR RANCHO LA QUIN 48500 WASHINGTON ST LA QUINTA, CA 92253 Applica t:� !VX �n Architect or Engineer: ? / n��Q�•�j{(/ YI /y/�i_ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of per' ry that I am licensed under ovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the u ess d Profes ionals C d , and my License is in full force and effect. License ass: B C10 C46 Lice s No.: 3 72 9 Datd I Contractor: im OWNER-111JILDiER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason fSec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Contractor:kNov A REVCO SOLAR ENGINEERING INC 26631 CABOT ROAD SUITE B LAGUNA HILLS, CA 92653 2� 2Q9� (949)367-0740 Lic. No.: 387219 CITY OF LA QUINTA FINANCE DEPT. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 9003164-13 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject the workers' compensation laws of California, and agree that, ' hould come subject to orkers' compensation provisions of Section 3700 of the La or C e, I al Orth ith com subject( ith th provisions. All Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPE SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state tha thea ve information is c ct. I agree to comply with all city and county ordinances and state laws relating bui 'n ons ucti , and h re y authorize representatives of this co ty to/enter upon the above-mentioned If ti sp do urpose . Date: YAP ignature (Applicant or Agent): Application Number. . . . . . 13-00001499 Permit . . . ELECTRICAL 2013 Additional•desc . . Permit Fee . . . . 23.83 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date .. 5/24/14 Qty Unit Charge Per Extension 1.00 23.8300 EA ELEC APPLIANCES, NON -RES --------------------------------------------------------7------------------- 23.83 Permit . ... PLUMBING 2013 Additional desc . Permit Fee . . . . 11.92 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/24/14 ' Qty Unit Charge Per Extension 1.00 11.9200 EA PLBG WATER HEATER/VENT 11.92 ---------------------------------------------------------------------------- Special Notes and Comments SOLAR POOL WATER HEATING SYSTEM - 640SF COLLECTOR AT CARPORT WITH BOOSTER PUMP AND SOLAR CONTROL PANEL AT POOL HOUSE BUILDING..CARPORT CONSTRUCTION PERMIT NUMBER 13-1257. 2010 CALIFORNIA BUILDING CODES. November 25, 2013 10:14:16 AM AORTEGA C ----------------------------------------------------------------------------- Other Fees . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, ELECTRICAL 23.83 PERMIT ISSUANCE M/P/E 90.57 PLAN CHECK, PLUMBING 7.15 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 35.75 .00 .00 35.75 Plan Check Total .00 .00 .00 .00 Other Fee Total 122.55 .00 .00 122.55 -Grand Total 158.30 .00 .00 158.30 LQPERMIT Bin # City of is Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: � L lQn Owner's e: Nam � R3,kJC!6. M; A. P. Number: Address: Legal Descrip ion: City, ST, Zip: Contractor:RT, C-f\St, 64 t5l, 1A I LIM A 't - A) Address: -7 3 tt,-z— mc, TA. telephone: 01- Project Description: City, ST, Zip: ]�N *tj Telephone: 77LJD_-,,Z Z'Ttz:41 . . . . . . State Lic. # :3 %-7 J City Lic. 1j Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person:LQ �P— km4z Construction Type: Occupancy: Project type (circle one): Now Add'n Alter Repair 'Demo Sq. Ft.: # Stories: -T# Units: I Telephone. #,of Contact Person. I Estimated Value of Project: 3 –Ir'�QQ APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd RecId TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural CaIcs. Reviewed, ready for corrections Plan Check Deposit Truss CaIcs. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2,d Review, ready for corrections/issuecal Electri Subcont2ctor List I Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE-- Review, ready for correction ss Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. I t Pub. Wks. Appr Date of permit issue School Fees I , - NA, -&-ow Total P 1►, ,3 ...... + kpA { -0 woo-& CITY OF LA QUINTA. COMMUNITY DEVELOPMENT - i SunSaverSTTM SOLAR HEAT EXCHANGER DESCRIPTION: The SunSaverSTTM Solar Collector is manufactured in Chico; California. The .collector is a specially developed, highly stabilized polyolefin and is -of parallel, 8'0°F (27°C) • circular channel design with separated tubes. It is unglazed, uninsulated, and ` designed for low temperature applications such,as swimming.pool heating, 212°F (1:00°C) heat'pumps, aquaculture,;and hydroponics. DIMENSIONS:. Header Lerigili- 50.875'i6.,(1,.29,rn)• 7061` (219C) Width (Panel body) = 47.5 in. (1.21 m) TEMPERATURE: ,Overail-Dimensio_ns: Effective Area 4, ft. X 8 ft. (1.22 X 2.44 m), 30.8 ft2 (2.86 m2) 4 ft. X 10 ft. (1.22.X3:05 m) 38.8 ft2 (3.60 m2) 4.ft. X 12 -ft. (1:2Z)X 3.66 m) 46.6 ft2 (4.33 m2) ROOF MOUNTING'SPACE Width = [Number of panels X 50:875 in. (29 -cm)j "+ 24 in. (61 crn) ' Length =-Panel length +'24 in: (61,cm) RACK SPACE: Width = [Number of panels X:50.875'in. (129.6i)]+ 2 in. (5 cm) Length = Panel length + 6`in. (15.cm) FLOW: Maximum recommended flow = 8 gpm,per,panel .3:4.7 psi head.lo§s"(1;817 I/hr, 0.244 kg/cm2) Minirhum:recommended flow.=:3 gpm perpanel 0.48:psi head_; loss.t681.1/hr,'0:034 kg`/cm2) Recommended flow = 4 gpm per panel' ' "0:87-p`si•tieadloss�(908' I/hr,,0:061 kg`/cm?) PANELS PER BANK: 12 panels single end feed tmazirhum) 17 panels diagonal feed ;PRESSURE: NORMAL: OPERATING MAXIMUM -INTERMITTENT. . PRESSURE PRESSURE 8'0°F (27°C) • 0 to•30 psi'_ _ '45 psi' . ` (0 ; `2.2 k9/cm2) (3.21 kg/cm2) 212°F (1:00°C) -.0 to. 5 psi 5 psi (0 _.0IM kg/cm2) '(0,35 kg/cm2) 7061` (219C) Measured burst pressure -of panel body =,Over 300 psi (21.0 kg/cm2) TEMPERATURE: Normal operating,, temperature-, = 60°F to'90°F (16°C to 32°C) ;Maximum continuous operating temperature = 212°F (1000C), Maximum intermittent temperature (unpressured) = 250°F (1.2.10C) Melt temperature = 338°F (170°C) ,CFIEMICAL`RESISTANCE: Compatible withcommon collector fluids CORROSION: Non=corrosive` FREEZING: Ttie system should be drained before freeii`ng conditions, occur: WEATHERABunJ - Weatherometer, accelerated outdoor exposure; irid other, extensive labor_atory,.testing demonstrates long-term weatherabilityof SunSav&STn" 'C91 lectors (see,warranty). Additionally;,FAFCO's experlence of over 30 years land over 1,00,0;000•'coilectors:ingtalled confirms that the proprietary ,stabilization and high-mechanical..strength results ininegligible warranty over the`tviielve-year'.warranty period. WEIGHT: Without Wates: 4 ft. 'X 8 -ft. Al2.2 lbs (4.54 kg) or 0.38 if s/ft2 (1.85 kg/m?). •41. X 10.ft. 14:3 lbs (5.34 kg) or 0.36 lbs/ -W. (1:76-kg/m2) 4�k.,X_ 12-ft,16.47'll s'(6.15*g).or 0:34 Ibs/ft? (1.6T*g/m2) -With.-Water: r 41. X 8•. ft. '46 lbs (1,7.2;kg) or 144 Ibs, (7.03,kg/m 4 -it. IX 10.;ft. '53i8 Ibs 20:1 kg) or. 1 35 Itis/ft2 (6.5g kg/m, ) CA. -X 12 ft. 61.7 Ibs (23:07 kg) V 1:29 Ibs/ft2= (6.28 kg/m2) Additional test data available on request P/N 07028C 07/04. Su TMn aver O' r Pool eat ing System -'H f.. Installation manual Made in the U.S.A. FAFCO, Inc. © 2009 soler Collectors Fnd Call �� • Soto Dnm Vdan (Opmdn.0 / bolaBorl Yshea r r Figure 1—System ... p. Using Three -Way Check Valve x, • > P�Nn� ' Valve Bon•DosNn. toV°a 1 Otvarter Vat" fine" -posture `Clverter VUn _ - - ` ' . d hW ft VrP' .. • " .Chlornater � .. Figure 2—Automatic �. _ .. System-Using Three-Way.Valve • Peal Pump . - ... "A F 4 R��y Vacuum ReueF Valve Solar Collectors . t "n, al r i °r �,'.• End Cap ± I `'• Solar plain Valves (Opuom9 - . w. i• / -Isolation Valves .- Sun - ,... Senses Vacuum Rellet Valve Control Panty . - Sola Calledas Chedl Valve But ut End Cep .. Pool Renter rowleneo . � . "f Brain Vahas - lOp/t 1°V _ 4 - Nefl•posllhla / - Filler Blrerter Vsive Isolation Valves Pool r - .. SSun; j Pool Pump .Water Sensor Chlorinator TO 1 tOptionap O Conhel Pand . 600sar -r Bark up . Puma Pool Bella 1Option.9, 'be Water `—Sensor Pool . O • Chlmi?. (OalonaV 6 Check Mahe Figure 3— Pae,temp Qom. Automatic System f .. Using Booster ;�o Pump 101 Installation procedure Overview 1. Survey roof and plumbing. 2. Collector Coupling. 3. Mounting collectors. 4. Connect pipes, VRV & end caps. 5. Plumb components. 6. Install control system. Plan collector location to allow at least one foot on all sides for roof.and at least 3" for racks. Allow for any roof obstructions. Collector layouts It is important that the solar collectors be installed in a way to ensure equal flow throughout the entire system. In order to accomplish. this there are several points to consider when designing the collector layout. SPLIT ftEDIOPPOWE£NO RETURN ENOCAP VACUUMREMEFVALVE 1 1 O1 12.11 1♦ S/ 7/ PENDCAP END CAP RETURN _ - PEED RETURN SPLIT rEEOISPLII RETURN VACUUM RELIEF VALVE ENO CAP O P. 1 j 1 7 J♦ S/ 7 / 9 10 I J J / 7/ 7 1 9 10 PENOCAP END CAP FEED RETURN OPFOSII E END RETURN VACUUM RELIEF VALVE O 1 3 1 7 3♦ 1.1 0 7 1 t 9 0 11 112113114 IS 1/ 17 PEND CA► FEED RETURN ACUUM RELIEF VALVE SAME ENO RETURN O1 7 J ♦ 5 6 7 0 9 0 11 17 1 ENDUP F[fD RETURN Figure 5—Collector bank assembly 1. In split feed systems no more than 10 solar collectors should be installed in each bank. 2. In split feed/split return systems the collectors should be equally divided between the banks and the return should be from the common high point. 3. In opposite end return systems no more than 17 collectors should be installed per bank. 4. In same end return systems no more than 12 solar collectors should be installed per bank. The return line should have the shortest possible run back to the pool and needs to return from a common high point. NOTE COMMON NION.►OINT RETURN 1 2 3 4 5 CND CAP VACUUM RELIEF VACUUM RELIEF VALVE 1121314151617 END CAP RETURN FLED Figure 6—Ensuring even flow to individual collectors Coupling the collectors to one another and mounting the collectors are procedures (steps) that occur simultaneously. ra.r.�.>. ri i>trTri.�Nr. Figure 7—Collector couplings 1. Short couplers (3-1/2" rubber couplers) are used to join the collectors together and to attach the vacuum relief valve. 2. Long couplers (5-1/2" rubber couplers) are used whenever collectors are joined to PVC pipe. 3. When coupling collectors together, the clamps must be positioned close to the lip of the header. 4. The vacuum relief valve and end cap clamps must also be positioned close to the lip of the header. 5. Tightening clamps: A. Tighten all clamps as they are installed. B. When you have completed the solar installation, re -tighten all clamps with the system on and water circulating through the collectors. C. Care must be taken when tightening clamps to ensure they are installed straight and even. NOTE: Use split or bank packs if it is necessary to avoid obstructions on the mounting surface, or other specific site requirements. SOLAR COLLECTOR - L HEADER STRAP - CAP 6 BASE , �- - 1UNDERUYMENI OVER SHEATHINGF- - ! c • ' SHEATHING ' - .FLAIORCURVEDTILE N 14 SCREW SECURES ­ RUNNER 10 1ILk CLIPTILE CUP Tile stand off method I14SCREW $? CLAMP —� ' /XI/('LAG BOLT -, ,ROOFING FILE ' RUNNER F' RUNNER Tile clip method 1 - M14 SCREW 51 CLAMP i r r r r.• /''f � `ROOFING ' h f ,fly, Figure'9- r Tile roofSHI RUNNER - r mounting Tile clip or tile'stand.offimethod The following tileroof mounting methods apply to both flat and curved cement type tiles. 1. Afix run ner,against :the,'lip of.the tile row where the headers will be.installed: 00tion`1; TiWClips' A. Runner is held down by tile clips every four to eight feet�deperidirig'ondocal.code requirements. B.:Determine clip*locations and remove the file y< �. -above each clip. C. 0'sing:a''1/4"=masonry bit,-drilt,out the existing highrpoint� nail holes�,Choose the the clip.hole that allows fhe`rurinerito be closest to the tile lip: Secure the clips using the appropriate length ,1/a" lag bolts. Lag througti`the drilled, tile hole; batten strip.and sheathing.Replace the removed tiles. D.,Secure ,runner -.to. tile_ clips with #14-,x 1"" self - tapping screws.. E. Secure cap, and base to. tile clip located 9' below solar collector: ' ' Option'2: Tile stand offs (top, and bottom runner required) A. Runnels are held down by tile stand off into structural member every four to eight feet depending on local code requirements. The bottom runner should be- located against the lip . of the tile row below the collectors. AT PEAK —1 /4" LAG BOLI B. Locate structural members then drill a 1/2" hole through the tile, apply roof sealant and insert tile stand offs. C. Lay runners on stand offs and drive lag bolt with washer into structural. member: Apply additional roof sealant around stand offs. Repeat procedure until runners are completely secured. D. Install a base on,the lower runner directly below ,/the rubber coupler. Drive a #14 self -tapping screw through the base,so that strap, runs vertically through the slot. Loosely wrap the short header strap around the rubber coupler and lay into slot on the base: Screw cap down unfil tight but do not cross thread 2:.Install collectors: . 3.' Connector collectors together: 4. Attach ST, clamps, to top header, (2) per collector and secure to top runner. Note: It is important to allow for collector expansion and contraction. The bottom header strap should not bind the collectors in place. O '}•�3.a�,1: L ��*i.'J ems. = 's Connect feed and return lines Long couplers are used when joining the collectors to rigid PVC piping. To connect the 2" PVC pipe to the solar collectors follow these steps: 1. Place long coupler over collector header and install clamp close to the lip. 2. Insert a pipe adapter into the long coupler. 3. Glue feed and return pipes to the pipe adapters. NOTE: It may be easier to first glue the adapter to the pipe, then insert it into the long coupler. 4. Always feed the water to the lowest end of the collector bank (never feed to top header). Be certain to always return the water from the common high point in the system. Install VRV and End Cap Install a vacuum relief valve per bank. Install an end cap to seal headers on end collectors. (See Figure 6, page 7.) Install the vacuum relief valve at the highest point but if air is introduced into the system move the vacuum relief valve to the bottom header, the feed line, or install a throttling valve on the solar return line. TO FROM SOLAR SOLAR t ISOLATION ISOLATION II II / .VALVE VALVE FILTER t C1 FROM VALVE BOOL Figure 12—Solar loop Solar system loop . The solar loop is installed between _the filter and the optional heater. (See Figures 12.) The first component after the filter is a check valve. Always leave room for check valve to be cut out and replaced. The use of a union check valve is recommended. Next, the diverter valve and PVC tee are installed. The diverter valve must either be non -positive or have a 1/4" hole drilled through the diverter for drainage. If a booster pump is installed a diverter valve is not required. (See Figure 3, page 1.) Install isolation valves on the piping going to and from solar. These components are always installed before a back up pool heater and chlorinators. Isolation valves are typically ball valves but a check valve on the "from solar" line is also acceptable. Install solar drain valves if solar collectors do not automatically drain. Valves should be installed in an easily accessible location. (Refer to required winterization, page 12.) Supporting PVC pipe All horizontal runs of PVC pipe must be supported every 4'. All vertical runs of PVC pipe must be supported every 10'. Pipe straps on the roof must be anchored to the mounting surface the same as for the collector tie - downs. Strapping should not be installed so it binds the pipe too tightly. The verticals are the portion of the pipe run that takes the water from the ground up to the roof. This is usually on the wall of the house and goes around the eaves onto the roof. It is standard to paint the verticals the same color as the house if the homeowner supplies the paint. Plumbing to and from the collectors Prime consideration should be given to system drainage (see "Required winterization"� page 12) and appearance when running pipe from pool pump to the collectors and back. Standard 2"'schedule 40 PVC pipe is easy to work- with and readily available. ua� Optional automatic solar controller Various optional, electrically operated solar controllers are available from a variety of manufacturers. Solar controllers allow for automation in the pool environment. You should read and follow the manufacturer directions to ensure their proper operation. , Start-up, check list & winterization Use a flow meter to validate the intended flow rate System check 1. Run pump 3 to 5 minutes before turning on the solar system. If necessary purge the pipes by disconnecting the feed line and running the system. Reconnect the feed line once completed. 2. Turn the Solar Controller to the on position. There should be a slight increase on the pool filter pressure gauge (normally 2 PSI to 6 PSI) When the isolation valve closes. The pool inlets should actively bubble for 3 to 5 minutes as the air in the collectors is purged. 3. Check all plumbing joints for leaks. FAFCO NOLO DOWN BRACKET W/-(1) LAC, SOLT ' .AS SHOWN'BELOW SPACED:MA%'2'-0' 0/C ROOF- - CENTERED OVER - TRUSSES UNLESS FAFCO STRAP ANCHOR.W/ }' LAG:BOLT AND 3" MIN VEM\ ,%BLABLECATE TRUSS (TYP)T FAFCO PANELS SMALL ZONES" FAFCO NOT BE INSTALLED W 'CORNER TPA CO �, ES" ;AS SHOWN ON DIAGRAM I - y� FAFCO PANNELEL c _ S --GABEL END CONDITION ROOF N . T RIDGE 0 ' IIIA �.e. Ilr NIP ROOF END CONDITION II- ROOF ZONE 3 FAFCO SB PANEL HOCD'DOwN` 'CORNERS I - iC O�MENSION ,. ..L RISER'. SYSTEM CLAMP II 'f /'-FRMANUFACTURED ROOF 606OM3TS•BARAL ROOF COMER ZONE SMALL BE 10 PERCENT SHEATHING E� MPR OR DIMENSION I ROOF GENERAL OF SHORT 0 MEN NOF BUILDING. OR 40. STOCK FAFCO STRAP (2) CONDITION" PERCENT OF MEAN ROOF HEIGHT; OR 7 FT ' - 1 I •' I -EA. PER 8 PANEL • WMCN. EVER IS SMALLER.;: _.. _ _. _ -- ARRAY.' - - - BOTT. HEADER MOLD DOWN' I _ C CLAMP .W/ (2) LAG BOLTS _ FAFCO SOLID., 2 �R00 LAYOUT PLAN'. - - 'AS SHOWN DET. 6 BODY PANES SCALE: NONE . •- (MAXB PANEL - PLAN OF 'PANELS ARRAY) (TYP) �2 ` QSCALE: WOOD "TRUSS. . 3/16"=`V= WITHDRAWAL LOADS (LB) FOR 3" EMBEDMENT LAGS IN WOOD SYSTEM p2 SYP GENERAL NOTE -Z- - - - - OR BETTER LUMBER _ _ (STL 2) 1/G BOLT AT EACH �{ 1, '1HESE.-PLANS ARE IN co,,�PuA,,,cE vmTM THE 2007 SOUTHERN WHITE DOUGLAS MOLD DOWN CLAMP �( FLORIDA *BUILDING CODE. 'WITH 2009 SUPPLEMENTS, 'rdl SECTION R30I' FOR WWD EXPOSURE CATEGORY "C'. , WHITE OAK YELLOW PINE SPRUCE FIR L' CHAPTER 16 FOR120 MPH EXPOSURE 'C'.;WIND VELOCITY AND PER ASCE, 7-05,. CHAPTER 6.0 FOR 120 MPH 'C 1%4" 1,143` _ 843. 576 - 501 BOTTOM HEADER �. EXPOSURE 'C• W1ND VELOCITY TYPICALLY.. LAMP INSTALL' S TA R 2.THESEPlANS REMAIN W EFFECT UNTIL FUTURE CODE „._- 516", _.1,350 996 ,. ;681 594 - _ .. _ _ o� �C LL REVISIONS.OICTATE THAT AN"UPDATE;IS-NECESSARY. ALE 1-1/2 - _ SC =1' 0' s 3, LAG BOLT: CAPACITIES AND EMBEDMENT ARE BASED'FAFCO HOLD DOWN BRACKET - �FAFCO'HOLD GOWN BRACKET - 8tl UPON 'NATIONAL DESIGN,SPECIFICATION FOR STRESS FAFCO SOLID, BODY ROOF FAFCO SOLID BODY PANEL GRADE LUMBER AND FASTENWGS',AS PUBLISHED BY THE 'PANEL' SHEATHING RiSER.SYSTEM FAFCO NATIONAL FOREST PRODUCTS.ASSOCIATION, SMEA7NOW�C 'RISER SYSTEM FAFCO SOLID ROS. HOLD .. - - r BODY PANED SHEATHING , DOWN U tV .1 '4.'ALL•CONNECTIONS ARE FOR ROOFS 0 TO 45 MAX ''- l RISER- SYSTEM BRACKET. a' SLOPE CONDITIONS,'AND ALL'CONNECTORS ARE'.FOR. MEJO" . -ROOF -MEIGNT§ NOT TO. EXCEED �30'-0 ACTUAL.ROOF WOOD' TRUSS -{ • FINISH IgDT SHOWN FOR,;SIMPLJCITY: ,� " - SYSTEM .0 SYP ff�v ORiBETTER .5. APPUED.PRESSURES PER ASCE'7=D5: ; 3 2oNE' 1 02 - -34 2 PSF ;,ZONE 2:Ob:._5432 PSFSEE NOTE 4' 5. COLLECTOR TRIBUTARY, AREA AND APPLIED LOADS. -- ST ETWEEEN AT :'4X1248 FM a ST 51L... .TRUSSES 'AND NAIL ST: STL ZONE .1:F7 - ; X48'"% 34.2'-,1,642.L.BS I 2r. OR. UNITS TRU, TINUOUS ALONG LAG, BOLT " VATTI (3)16d NAILS O BOLT 7:. THE PANEL WILL BE'4' MAX,(PER ,FBC'2007,CHAPTER - PANEL FOR MOUNTING. 318' STSTL AT-EACN.ENO ` ALL-THRO ROD W/ -NUT '' WASHER EA 3)IN SONE 2 AND -THE REST'W ZONEI.IHIS�NELDS' _ - WOOD TRUSS .: THE'FOLLOWINC LOADS: ' ` . - END. - SYSTEM //2' SYP W000'TRUS, _ Fl + - PROVIDE:'LOCTTE' AT, NUTS,: :OR,BETTER-SYSTEM/2 SYP ZONE 2.172 �.L453;.LBS (ZONE 1"HEAOER LOADING} CENTER RO05'0,3'-0' o/c - OR BETTER - O • FORE :ON 1:605 LBS LAG. HEADER FORCE:--, MAX SPACING` iMP FORCE, ON INDIVIDUAL LAG BOLT,-,UfT1NG,FORCE .r - •COLLECTOR'WEIGHT(NEGLECTED-CONSERVATIVE '"' '"44 SHINGLEfME-TAL/ M.IS'SED TRUSS APeRGAaI) z MISSED -TRUSS, • R, 1,453 LBS/ 2 - 727 LBs �- 'BUILT UP `ROOF s NAILE , INSTALLATION °""""`"° R2 : ,:605 LBS/ 2 - 803 LBS. 3 SPANNER. INSTALL SB. -j �r1-1. 2"=1% -SCALE. `1�,1/2'=1'-o" SCALE.- SCALE:1-1�2 1`'G2 .yOr, y FAFCO HOLD DOWN BRACKET W/ (1) LAC BOLT ///��� AS SHOWN BELOW SPACED MAX 2'-0' 0/C / CENTERED OVER ROOF TRUSSES UNLESS NOTED 2' / 2' 2' 2' 0' x = � N MIP ROOFEND CONDITION BOTT. HEADER STRAP J ANCHOR W/ (2) LAG WHITE FAFCO ST BOLTS AS SHOWN BELOW PANELS ePLAN OF PANELS (TYP) ST -1 SCALE: 3/16"=1'-0" OFNERAK NOTFC- 1/4" 1. THESE PLANS ARE 1N COMPLIANCE WITH THE 2007 843 FLORIDA BUILDING CODE. WITH 2009 SUPPLEMENTS., 501 SECTION R301 FOR WIND EXPOSURE CATEGORY 'C'. 1,350 CHAPTER 16 FOR 146 MPH EXPOSURE 'C' WIND VELOCITY 1 681 AND PER ASCE 7-05, CHAPTER 6.0 FOR 146 MPH EXPOSURE 'C' WIND VELOCITY TYPICALLY. 2. THESE PLANS REMAIN IN EFFECT UNTIL FUTURE CODE REWSKXVS DICTATE THAT AN UPDATE IS NECESSARY. 3. LAG BOLT CAPACITIES AND EMBEDMENT ARE BASED UPON 'NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS' AS PUBLISHED BY THE ROOF NATIONAL FOREST PRODUCTS ASSOCIATION. SHEATHINC 4. ALL CONNECTIONS ARE FOR ROOFS 0' TO 45' MAX. SLOPE CONDITIONS. AND ALL CONNECTORS ARE FOR MEA ROOF HEIGHTS NOT TO EXCEED 30'-0'. ACTUAL ROOF FINISH NOT SHOWN, FOR.SIMPLICITY. 5. APPLIED PRESSURES. PER ASCE 7-05: ZONE 1:OZ -50.4 PSF ZONE 2: OZ - -77 PSF 6. COLLECTOR TRIBUTARY AREA AND APPLIED LOADS.' AT .24.39.4 ♦ 1.2E - 38.7 FT2 ' ZONE 1:F1 - 38.7 X -50.4 - 1950 LBS 7. THE PANEL WILL BE 4' MAX (PER FBC 2007 CHAPTER 3) IN ZONE 2 AND THE REST IN ZONE 1. THIS YIELDS THE FOLLOWING LOADS: ZONE 1:F1 �: 1,027 LBS (ZONE 1 HEADER LOADING) ZONE 2:F2 1,260 LBS (ZONE 2 HEADER LOADING FORCE' ON INDIVIDUAL LAG BOLT . LIFTING FORCE COLLECTOR WEIGHT (NEGLECTED - CONSERVATIVE APPROACH) / 2 . R1 - 1,027 LBS/ 2 . 514 LBS 3 • R2 - 1,260 LBS/ 2 - 63D LBS T- FAFCO PANELS SMALL NOT BE INSTALLED IN 'CORNER ZONES' AS SHOWN ON DIAGRAM ROOF ZONE 3_,, - CORNERS DtMENSION GABEL END ROOF ROOF COMER ZONE SMALL BE 10 PERCENT HIP 'ROOF GENERAL OF SHORT DIMENSION OF BUILDING. OR 40 CONDITION PERCENT OF MEAN ROOF HEIGHT. OR 7 FT - WHICH EVER IS SMALLER. eROOF LAYOUT PLAN SCALE: NONE WITHDRAWAL LOADS (LBI FOR 3" EMBEDMENT LAGS IN WOOD LUMBER SOUTHERN WHITE DOUGLAS CO WHITE OAK YELLOW PINE SPRUCE FIR 1/4" 1,143 843 576 501 5/16" 1,350 1 996 1 681 1 594 HOLD DOWN BRACKET FAFCO ST PANEL RISER SYSTEM eWOOD TRUSS SYSTEM ER SYP OR BETTER 2x OR UNITSTRU TINUOVS ALONG PANEL FOR MOUNTING 3/8' STSTL ALL-THRD ROD W/ NUT h WASHER EA ENO - PROVIDE 'LOCTITE' AT ALL NUTS CENTER RODS o 3'-0' o/c MAX SPACING MISSED TRUSS SPANNER INSTALL SCALE. 1 -1/2" -l' -O' FAFCO ST PANEL RISER SYSTEM ROOF SHEATMING-*'� I WOOD TRUSS SYSTEM 02 SYP OR BETTER HOLD DOWN CLAMP MANUFACTURED FROM 11'X1' AL 6063TS BAR STOCK (2) 1/4'0IA STL LAG SC HOLD DOWN BOTTOM HEADER @ CLAMP .INSTALL ST- SCALE: 1-1/2'=1'-0" FAFCO HOLD DOWN BRACKET ROOF SHEATHING FAFCO ST PANEL RISER SYSTEM CO FAFCO ST ///--- PANEL 3' / RISER SYSTEM ROOF SHEATHING - ' HOLD MOLD DOWN �BRACKET- NOTE 4 ST STL LAC BOLT WOOD TRUSS SYSTEM /2 SYP OR BETTER @SHINGLE/METAL/ sT- BUILT UP ROOF SCALE: 1-1 /2"=1'-0" '2X LOCATE'BETWEEEN ST STL TRUSSES AND NAIL BOLT WITH (3) 160 NAILS AT EACH END WOOD TRUSS SYSTEM R2 SYP OR BETTER MISSED TRUSS @ NAILER INSTALLATION ST- SCALE: 1-1/2"=1'-0" s 0 gill � W p t10t7a _ aEt Nolen O �Q DRAMIC NQ -ST-1 SNQY + or t