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HomeMy WebLinkAboutBuilding PlansZROMAk IN ONO � N o I I I I LIB mo wo ado J LL Permitting/Planning Notes: Mill 2 Ro- 70 -E ' 5V lcu --d- orcs ;IRSly(�tL-pps t)Va\ � (a Q.LL'� �!TATE FLORIDA CODE SUMMARY BUILDING ELECTRICAL 2017 FBC, 6TH 1 2014 NEC ti OD Q cy) m 0 cr- J w Z v O n N J air � o r t 0 o00 cv 'd- a) M U3_lLOcv LL 0) > UOU7 L a) � > (OCO 0 V �'W/nJ > 0c) vJ L 0 00 Omni M M N ^� O N w w wQOW �F-W M w 'j) mr._>~w uwa LL Uj L J C-4 C-) Z zuJ �F-u.>- �aMa �J� a co wLL' 0 v w DATE: 2/25/2020 SCALE: NTS DRAWN BY: J.B PAGE: c=1 CK 11. J`irin Aiu. wt1.G1V 1.rim LY KC, t1 'tSJ=',tJ11V11t4J _ lT _S. YHUI'.UVt)LlA1C, JY�l I✓M WiLLAUlVMA11l,AL 'U1V1 PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED (IEEE STANDARDS) AND THERE IS ENOUGH SUNLIGHT PV Point of Utility 0 Array Micro Ggnnecegn (see options) o Inverter Revenue Meter -Z Item Manufacturer Model Listing / Compliance ' PV Modules S-ENERGY 305W UL Inverter AP SYSTEMS QS1 UL All disconnects AP SYSTEMS DC & AC UL All overcurrent protection AP SYSTEMS DC & AC ILL FSEC CERTIFICATION # S-ENERGY AP SYSTEMS 305W QS1 RV-16-0106A „ ., �. Temperature coefficient of owe: -0.3a4 P p:.: W Storage Temperature Range 45 F to 18 > 114tTC lu �= NOCTt.7'120Dt11— ,._..i_.._.z, wind 'lmrs 'l 45±2 0 .. ,W x ->' rrtenslon � CRx10}„ .;n .; E R r 1 x _ ° x1B('281 mm x 231 Tim X 413mm) ' I f ---rrr Packing Configuration Weight 9 Fit )kg) °a Lt GldrrA.Tac ,.. J wPP Enclosure Rating htPRoG 25pcs 25pcs Modules Per Pallet ( Og4liitg . - '.¢, , ,,.,.. t, ., ": ,,.. ° _, .,,. ,... .. N, iWlal nvu tit+rl tf4�' Bh 1i ¢ i , ... .. ;. - .. Pallets 270011asfs 28Q911as — Modules Per Container p p FEATURE 1 .. :'-P,-i{GtY1n1(lfitoo iCi1r '' _,.. - ........ ... :. itNlrr les_ Zi heel Transformer Design Himl I rr u r ,✓ Transformers Galvanically Isoiated `\ °,iMignitt>rfitio, °Via LPgr OnreYarta{; 91 Warranty 1C ,..a:.. stanc�rd, extendable to 25 years a.._ CERTIFICATE & COMPLIANCE xc �Qiscl n, ..L„ .. x. , Remarks: Certi?cate &Compliance UL1741 CSAC22 2Ne 10r 1 01 paynxunias"FeRiOY!$(6iArdY348'Si.knm y-- : 1. `d Old', Sar d Ok#nn gchd', O+CtLTitli t 1 •`. { .IEEE15 p , S-Energy uses tripto AAA claw simulator, -., . , - � ,_.} , ^ . • , , � �• . ¢ ..x. „ ;,� . simAxEcatro, vooF c,f to coanya wabqut arbr na'use. &Energy mscsvas us duties of final interpreted, , Rapid Shutdown Meets N C 2014/2017 690.12 DocomfoohN au-Catti2`au-905)_4a _uL&TW 1L'wo_EtJ..nl+ slack, aa17.11 I-1 - a„---„--„„_e„_ ..__ ____._„ _ _ _____ __ __ _ __ n tlnergj� , 4R. "Meets the standard requirements for Distributed Fnergy (UL 1741) and Identi9ed with the CSA Listed Mark, Resources S- Co., Ltd.„ 3rd FI Miraeasset Tower, 20, Pangyoyini 241 boon Bundang-gu, Slongnam si, Gyeonggi-do. KOREA, 13494 S te.; Tel.+82 70-4339 7100 Fax. +82 70-4339-7199 E,maii.inquiry@�energy.com energycom Spec0cations subject to change without notice- please the found at APsysems ensure you are 1.8, 19 ©All Rights Reserved S ias AI Amenea, Inc. ,s fae,ay amoa"q 20 Corporate lPark Suite 190. Irvine CA 92606 USA : Tah+1-949-2617897 Fax:+1-949-281 -7893 E-maiLsaIes.us@s-energy.com using most recent update www 6 Fr;.,hst.r. Aver, Suite 2UC', ?'a,it'.tle; ltlA, 9fi1:C:? cam R14.666,7035 j APsysie:rts.<r. ,� ^A°\ fi-Energy Japan Co., Ltd: 1 - .i i hi ode-ku Tokyo, OlK Ko imaehl building 3F-A ,la an 'q 9,: Knul mach C y Y 1 9 p Tel. +81':3-6261-3759 Fax. +81-315261-3769 Email. toru.yasuda@s'energy.com ,0 ,: A L T E N E R G Y P 0 W E n MEME1 e a NOTE: PER FL. STATUTE 377.705 (REVISED 7/1/2Q17), I MANUEL E. SIQUES E #10233 rtN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL [SEAND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STAND DS' CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. Grid voltage: 1-240 V Evaluation of desian Ambient temperature: Record Low Temperature: 35.00 OF Average High Temperature: 78.00 OF Part project 1 Record High Temperature: 98.00 OF ° -Fda:a Inverter: 20 QS1- 240VAC PV-module: A; (PVarfey 1) S ENERGY 305W -----m€7vf� g'%s i�hz-chrn-d o NOTE FOR ALL LABELS SAFER LABELS I continuity at service equipment, service raceways, and service conductor enclosures [250 92(B):. LABELS SHALL BE UV RESISTANT AND SHALL �i % Q (1 �. r S M SOLAR �} / (� � J LBondtng rympers'. Bond metal parts [o the service neutral conductor. TFus regnves a main bondingjumper [250.24(13) and 250.28]. r S r HAVEsWHITE LETTERS ON A RED BACKGROUND. � Bec�use the service neutral conductor provides the.eMonve �tmd-fault current path to thepower supply.[250.24(C)], a 3a r SHARPIE EXTREMEOR EQUIVALENT UV RESISTANT #8 Bare Copps 4 p B g 8 [ )O ] a � °°]�aT k r p MARKERS SHALL BE`USED FOR WRITING ON LABELS Ground Wire you don't have to install an a ui ment raundin conductor within PVC conduit containin service -entrance conductors 250,14o A t and 352.60 Re 2 . a � t �,� t „�,�� � ��� r P A G E _ 7'h¢eaded fsttings. Terminate metal raceways w metal enclosures by threaded hubs on enclosures (if made wrenchtight) _ 3.T'hreadless tti Terminate metal raceways to metalanclosures by threadless Ctttings (if made tight) REQUIRING INSTALLER -WRITTEN VALUES. _. I � I PHOTOVOLTAIC SYSTEM COMBINER PANEL NEMi ' DO NOT ADD LOADS 6X X4 LABEL FOR SOLAR AC COMBINER BOX P w. $ 9i x , ) SIZE: " rL� � � 4" x 2' LABEL S ZE 2 aS r P � LABEL SIZE. as 11 a S i � I � L: ^, g . e" « a a 4a. s "¢ s I %. au a mI a ` y.. ?� 2` �O s r 3 T OPERATING CURRENT " a P �. : '6 T NOTE INSTALLER MUST FIL,. IN AC OPER GG ^4t X iR Vs as SLt,SL S .eixr s av ON LABEL I { BONDING MIDCLAMP ASSEMBLY ENDCLIMP ASSEMBLY BONDING RAIL SPLICE BAR RAIL TO L-FDOT w/BONDING T-BOLT SWinlasa frost Middamp points, 2 per module. Serrated flange nut bonds aluminum E'nddamp Stainless smel self drilling wawa. drill and trap Serrated burrs floe removes L-Axn anodaMion /'� (� /� 'I planar module frame anodilallon to bond osainlessseeTbdf imosplicebe,andoil sealing bond between Wbond 1,Feol,WstamlessstealT-bolt PHOTOVOLTAIC MICROINVERTERS — module W module through damp. splice bar and each mil section Seramd Tbolt head penetrates railax drration Sonated T-twtt head plantains railin Mina nd, ,�^� Seriatetl flange not bonds minmfs steel clamp : Aluminum splice bar spans across rail gap W bond T--boll nut and E-foot W rounded SM I LOCATED UNDERNEATH & S bond T-boll, not, and ErMGamp b grounded W o 9 t least itle W stainless steel T-bott create reel to rail bond. Rail one aas s {//��\ CAUTION E` /y� SM rail rail //�j\ /-� /-� 'I !'.3_l ® • • • • / 5 \ Serrated T--Colt head enNrates Coil anotlizagon of splice will Lw gmundod. 's" PV MODULE ON ROOFTOP AR Y I h p . .,.. t-..NMm d .n..Pwsrd >n., i+t'y.p.-_ I > u: p aa. Ed. ins 4 ,.,: -,^ ' - SOLAR POINT OF CONNECTION gr bond T-0olt, nut, damn and madams to xaa .y.lA *; aalu+s ca aJo, nI, arc FOR PLEASE CALL (PV COMPANY '. grounded SM rail. loin +Y+.a': eat 9_ sP[±x ;w h.ru.t un E+r.E �. LABEL FOR SOLAR AC COMBINER BOX = LABEL FOR MAIN DISTRIBUTION PANEL -......___.--_._............_..._..-._._......_......___......_._._.__......___.................._.__.._. .. _ 7ati, -� LABEL SIZE: 5-1/2 x2" LABEL SIZE4"x 1'.. "4aAap '1PtnS ,Y e e.,,. s r �.-.a e .., .,.,.d,° .-,x, r r,.: ,. .. x: .�.: Ck¢ , . °, Z �, %ex,. � as , sPP", ,a, , �A� „ W< `e' .,ems, ® WARNING " L ° , : , E, DO NOl RELOCATE � s, THIS OVERCUE RE R I�' DUAL POWER SUPPLY DEVICE � SOUR'CES:UTILITYAND d�" I PV SOLAR ELECTRIC SYTEM I rP _ e r ex > LABEL FOR SOLAR CIRCUIT BREAKER b INSTALLED 1N:MDP ...� x LABEL FOR MAIN DISCONNECT OR METER `-: ,;. •: ° Yr ..Y. LABEL SIZE: 2'xi �' LABEL SIZE A" 2" a + 7 @ " BONDING MICROINVERTER MOUNT @a RACK SYSTEM GROUND �fiNa7fHS NFL; Her not with captive look washer bonds metal WEEB .her dimples pierce anodized mil W micainwrter flange to stenle. s[eei T-bon create bath belweenrait and lug P -' za -:. kkS A ° L' Senated T-bolt head penetrates Call exaltation "� r e rk ¢ to to bnrxl T-bolt nut, and L-font m grounded SM Solid Colorer wire cohnecmd to Rg is routed to toIY%nb fedora €-df¢L-land rovidefinal.s m p system g round carnaton. _ ( �f I E 'a, efArP +9 4tA{` ttY G2v6 P¢i.nfli 9 9 T«'iE.WAi.4 x PHOTOVOLTAIC SYSTEM EQUIPPED ^ [/SV2\\ WITH RAPID SHUTDOWN NEC 690.12 LABEL FOR SOLAR DISCONNECT U BEL FOR SOLAR DISCONNECT LABEL SIZE 4' x 2" U BEL SIZE' 4" Ix 2' NOTE: INSTALLER MUST FILL INA) OPERATING CURRENT ON LABEL I 2" PVC CONDUIT 2" PVC CONDUIT' 3 1/0 THWN-2 3:110 THWN-2 1 #4 THWN-2 GROUND 1 #4 THWN-2 GROUND BONDING MIDCLA PASSEMBLY A EXISTING MDP/ (B)EXISTING MDP/ Stainless steel Mldcamp points, 2 per module, STANDBY LOADS STANDBY LOADS pierce module fraine anodization to bond 240V 1_50A 240V 150A module to module th ough clamp. F_ r Serrated flange nut onds stainless steet clamp to stainless steel T- It Serrated T bolt head penetrates rail anodization 150A 150A to bond T-bolt, nut clamp, and modules; to grounded SM rail. I -- N N LOADS LOADS NOTE: 1 L 1 L (20) MICRO -INVERTER TOTAL AMPS: 97.08A TOTAL 2P 240V 20 A BREAKERS: 7 SYSTEM TOTAL BACKF EED RATING: 140A I I i I i I I 1" PVC SCH80 CONDUIT j 6 #10 THWN-2 j 1 #8 THWN-2 GROUND j I 1" PVC SCH80 CONDUIT { 8 #10 THWN-2 4.KJMe,, tared devices. These include banding -type lockndts, brushings, wedges, or bushings with bonrimg jumpers.. DESIGN TEMP 91 DEG C; ADDER 60`DEG C(310.15(B)(2)(C), TOTAL 151 DEG C MULTIPLIER AT 151 DEG C 1S .58(310.16 CORRECTION FACTORS). #10 THWN-2 RATED 40 AMPS, TIMES .58 = 23.2 AMPS. 8 CONDUCTORS IN SINGLE CONDUIT L— 1 i 1 f l I L_ L-- --1 I 1 1 -_T -1 5 •1111 T o 9009HRON011110 ®L=_ NEMA-3R i-BOX 6X5X4 1 #8 THWN-2 GROUND I j T ELECTRICAL BREAKER RATING: (2)150A ELECTRICAL PANEL RATING: (2)150A LINE SIDE TAP WITH SE RVICE BREAKER INTERIOR OF BUILDING I lit ADJUSTMENT FACTOR IS bolo. 2_12 X .7 = 16.24 AMPS SYSTEM RISER WIRING DIAGRAM EQUIPMENT LOCATION 12 THWN-2 WIRE PROVIDE BY MANUFACTURE ERCONNECT CABLE � ?. 3. 4, 5. �. 7�+8..9. 0111 12 0 11 12 12I3I4I56789 0� Yc600 / j- — - — - — - — - — — - — — - - — - — — - — ------- I L SOLAR/BATTERY -- — -- ---� 'M P#1 240 150A (2) 1" PVC CONDUIT 6 #10 THWN-2 1 #10 THWN-2 GROUND 150A TESLA TE A TESLA TESLA POWERWALL2 POWERWALL2 POWERWALL2 POWERWALL2 13.5KW 1.5 135KW - 135KW 24DV_aQA 24f1 HV QA 249Y 30A 4D2 V 30A AP SYSTEMS Microinverter TYP. NOTE: ATTACHED UNDER MODIULE EXISTING METER WILL BE CHANGED NEC 690.12 CODE COMPLIANT TO A NET METER BY FPL AFTER THE FINAL INSPECTION 2'i PVC CONDUIT NOTE. 1 #4 THWN-2 GROUND SOLAR/BATTERY 31/0 THWN-2 ALL LOAD CALCULATIONS FOR THIS PANEL MDP#2 HAVE BEEN DONE AND THIS CHANGE WILL NOT EXCEED CODE. 240V 150A (2) DISCONNECTS (2) 2,5" PVC CONDUIT TESLA BACKUP 3 1/0 THWN-2 GATEWAY RELAY ® — 2" PVC CONDUIT 240V 200A-- 31/0TWWN-2 EXISTING 150A 1 #4 THWN-2 GROUND SERVICE z 240V 300A M M N METER 1 L G N G N SERVICE EXISTING S G 5/8" GROUND ROD W/ #4 COPPER EXTERIOR OF BUILDING REVISIONS: Z O a r 00 U 0) ._1 U m Q06 C = W Z U N.J `�r {� avi co LO c!3 0- I— C) J W 6ti tr t d t d r r � r I s� z N �ilU H Z Q W Q¢ U) S-ENER 3 5W 615.7„ LABEL FOR SOLAR AC COMBINER BOX LABE FOR MAIN DISTRIBUTION PANEL LABEL SIZE: 5-1/2" x 2" LABE SIZE: 4" x 1" PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING A� DUAL POWER SUPPLY b SOURCES: i SOLAR LABEL FOR SOLAR CIRCUIT BREAKER INSTALLED IN MDP LABE FOR MAIN DISCONNECT OR METER LABEL SIZE: 2" x 1 LABE SIZE: 4" x 2" PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN N EC rm 12 LABEL FOR SOLAR DISCONNECT LABEL FOR SOLAR DISCONNECT LABEL SIZE: 4" x 2" LABEL SIZE: 4" x 2 NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENT ON LABEL. NOTE FOR ALL LABELS: LABELS SHALL BE UV RESISTANT AND SHALL HAVE WHITE LETTERS ON A RED BACKGROUND. SHARPIE EXTREME OR EQUIVALENT UV RESISTANT MARKERS SHALL BE USED FOR WRITING ON LABELS REQUIRING INSTALLER -WRITTEN VALUES. REVISIONS: ti O� Q Q J J w Z U d CV J w Lo U) CL � - ... r= La.I W co b!y' J % .. W N DATE: 2/25/2020 SCALE: NTS DRAWN BY: J.B PAGE: Simi IRON RIDGE XR100 RAIL SPAN TABLE (inches) FOR 72 CELL MODULES_EXPpSURE C R Rails �- XR10 Rail I A low -profile mounting rail for regions with light snow. • 6' spanning capability • Moderate load capability • Clear & black anod. finish tt I,e.hlinems.nis FlashFoot XR100 Rail 's 9I fx The ultimate residential solar mounting rail. • 8' spanning capability • Heavy load capability • Clear & black _anod. fin--ish XR1000 Rail Internal Splices , 1 r (Vol,�p,n( a.l A heavyweight mounting All rails use internal splices rail for commercial projects. for seamless connections. • 12' spanning capability • Self -tapping screws • Extreme load capability • Varying versions for rails • Clear anodized finish • Grounding Straps offered Standoffs Tilt Legs � A Anchor, flash, and mount Drop -in design for rapid rail Raise flush or tilted Tilt assembly to desired with all -in -one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware • High -friction serrated face • Works with vent flashing • Attaches directly to rail • IBC & IRC compliant • Heavy-duty profile shape • Ships pre -assembled • Ships with all hardware • Certified with XR Rails • Clear & black anod. finish • 4" and 7" Lengths • Fixed and adjustable '.iarnps & Grounding End Clamps Grounding Mid Clamps'--) T-Bolt Grounding Lugs �i Accessories Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails, in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. • Parallel bonding T-bolt • Easy top -slot mounting • Snap -in Wire Clips • Sizes from 1.22" to 2.3" • Reusable up to 10 times • Eliminates pre -drilling • Perfected End Caps • Optional Under Clamps • Mill & black stainless • Swivels in any direction • UV -protected polymer r =t1V VIs Oat€, �t T 7 Design Assistant Go from rough layout to fully engineered system. For free. , n,comirm NABCEP Certified Training Earn free continuing education credits, A 0,111a, while learning more about our systems. *TA Go to Ironl e,corn training STAINLESS STEEL Lag screw speci?cations I Spel 5116 ? shaft,' gravity per inch thread depth Douglas Fir, Larch 0.50 266 j Douglas Fir, South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 If & higher) 0.46 235 Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 r1hre a d Southern Pine 0.55 307 depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if 60PSF 70PSF Pz1 Pz2 Pz3 Pz1 Pz2 Pz: 57 4'3 a 53 49 � ` - wv 41 49 49 41 S1 5fg 41 47 47 41 41 47 47 41 41 180MPH.4 30 DEG 511 48 48 48 ,,. ... t 52 M­5-_7___ 49 49 49 j 54 2 _�m. 57� 55 5S I 5S CHEM LINK Brands Telephone'. 800-826-1681 Fax: 269-679-4448 353 East Lyon Street Schoolcraft, MI 49087 www.chemlink.com Product Description M-1 Marine is a moisture cure polyether adhesive/ sealant formulated for applications above the water line or after curing below the water fine and in areas where solvent based materials are not tolerated. The product is solvent free and contains no isocyanates. It will not shrink upon curing, will not discolor when exposed to ultra violet light, and will not "out-gass" or bubble oo damp surfaces as urethane sealants often do. The sealant has resilient elastomeric properties and excellent adhesion to most substrates. It can be used effectively in many difficult conditions, cures rapidly in wet or dry climates, and low temperatures compared to urethane based materials. Standards and Compliance • Conforms to OTC Rule for Adhesives • Meets requirements of California Regulations: CARB, SCAQMD, and BAAQMD • Conforms to California Proposition 65 • VOC Content: Less than 15 grams per liter ASTM D-2369, EPA Method 24 Applications Substrates Wood to fiberglass Teak deck planking Portlights Fiberglass Deck fittings Gelcoat Fiberglass to fiberglass Metal Moldings Glass ; Struts and planking Polycarbonate Stern joints Most plastics*:. *Test all plastic substrates for bond strength and compatibility before application. Last Revision: 05/19/14 Document No L1274 RR � � 14 Advantages • 100% VOC Compliant • Tough elastomeric bonds • Solvent Free • Fast Setting • High adhesion • Paintable within 24 hours • Gun grade, no special tools or mixing required • Can be applied at temperatures as low as 32-F(0-C) Colors White^h, t. *Additional colors available by special order Packaging • 10.1 oz (300 ml) 12 cartridges/carton, 105 cartons/pallet • 20 oz (600 ml) available by special order 12 sausages/carton, 45 cartons/pallet • 5 gallon pails or 50 gallon drums available by special order AIN6TITVTG• 0 , 'r riallials • • a SOLAR ODi • ' . . `. .. • i '• i SS 18-8 BOLT SERRATED . I • ALLOWABLErE NUT ••s •III:0 Ibs. •1 SS LAG BOLT •`" SS FENDER k ALLOWABLE LOAD: •! Ibs. MAX. DISTRIBUTED LOAD: 532 Ibs i F.Al 01F.A141B 0 = . + ALUMINUM RAIL ALUMINUM FLASH OO ALLOWABLE LOAD: 707 lbs. _�-MAX. DISTRIBUTED •`D• RAFTERS 24" O.C. PE: 5:12 LAG BOLT WITHDRAWAL LOADS (Ibs) Bolt Tension And Shear Spruce, Pine, Fir G.trength_GI art Lag screen spec0cations 114" Stainless Steel Bolt Speci?c 516? Shaft, Tension Strength(lb): 6,010 per Inch thread depth Shear Strength(Ib): 5,300 gravity 3/8" Stainless Steel Bolt Tension Strength(lb): 14,830 0.50 266 Shear Strength(lb): 11,930 Rails, L-Foot, Mid -clamps & End -clamps are extruded using one of the following uminLlm alloys: 6005-T5, 6105-T5, 6061-T6 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. ASCE 7-10 Velocity Pressure LIOn Guidelines Lag Screw Installation gz10 = 0.00256Kz Kzt Kd 12 1. Determine location for the L-Bracket on roof by where_ g_/t.sscs1-Jnvetoeit7pp.=te-evawmetatme. roof n,.ignt(,sp drilling through the center of truss from bottom Kz= velocity pressure exposure coefficient Kzt = topographic factor with 5/32" drill bit. - ARRAY WIND LOAD CALCULATIONS LAG BOLT PULL OUT CAL ULATIONS Kd=wind directionality factor V= basic wind speed (mnh) from ASc F.'40 macs referred to s 2. Mark mounting holes for L-Bracket on underlayment. _ SOLAR PANEL 9 Total Area (SF) 162.45 Wind Load (PSF) -58.9 Total Wind Load (Ibs.) -9568.305 Total Roof Mounts (#) 18 Tension Force per Mount (Ibs.) -531.6 Tension Force per LAG -BOLT (Ibs.) -531.6 Spruce, Pine, perinch Thread epth 2661bs. SS Lag Bolt 5/16"x411 IMin.ThreadDe h T' Wood Strength x Thread Depth = Pull Lit Strength 266lbs. x 3 in = 798lbs. Allowable Pull Out Strength per Lag B It 7981bs. Max. Pull Out Strength Required per g Bolt -531.6 Lag Bolt Pull Out Strength Safety Fact 1.5 ultimate wind speed maps in NYl I8C'., IVIOunting notes Should De Centered On the trusses. As an example, for an army having an area of 158.04 sq.-ft., 3. Drill 15/64" pilot hole. ltant) the total uplifting(resuforce acting on the army 4. Apply sealant to bottom of L-Bracket. would be-39.1 psfx 158.04 sq. ft, =-e, n9.364 It. Knowing this 5. Place L-Bracket over roof underlayment resultant force, the design engincer can now determine the number of attachment points and thesizc of the with holes in roof. mourning hardware necessary to safely Carry this load. 6. Apply sealant to bottom of L-Bracket, apply sealant to Live Loads: lag screws, and fasten L-Bracket securely to trusses. Live loads associated with photovoltaic systems are 7. Apply additional sealant to top assembly to be sure usuanw assumed to be distributed un ifnnn lv and are small. -11 _ _l_A 11 1 ontheorderof4psfor less. I err Ne neu auvno arc uearc I ABOUT THS TOOL: This tool is based on the C&C wind Loads for Enclosed buildings. Design wind pressures are calculated using ASCE DESIGN WIND PRESSURE CALCULATIONS 7-10 equation 306-1 All notes in Figures 30.4-1,and 304- FOR SOLAR MODULES INSTALLED ON ROOFS must have been incorporated. Mean roof height must bee less than 60 feet SITE INFORMATION FBC VERSION 2017 RISK CATEGORY II MEAN ROOF HEIGHT (ft) 14 ESPOSURE CATEGORY C LENGTH (ft) 57 ROOF SLOPE Is) 18.05 WIDTH (ft) 46 ROOF TYPE GABLE PARAPET HEIGHT (ft) 0 ULTIMATE WIND SPEED 175 mph MODULE LENGTH (in) 65 NOMINAL WIND SPEED =;:136 rnph MODULE WIDTH (in) 39.38 KD 0.85 It OF MODULES IN ROW 1 KZT 1.0 EFFECTIVE WIND AREA (ft2) 18.0 Kt 0.85 DESIGN CALCULATIONS VELOCITY PRESSURE (q) = .00256*KZKZTKDV2 VELOCITY PRESSURE(ASD) 33.9 WIDTH OF PRESSURE COEFFICIENT 46' * 10% = 4.6' WIDTH.:° 14' * 40% = 5.6' EXTERNAL PRESSURE COEFFICIENT ZONE 1 0.9 -0.9 ZONE 2 0.9 -1.6 ZONE 3 0.9 -2.4 INTERNAL PRESSURE COEFFICIENT (+/-) 0.18 DESIGN PRESSURES ROOF ZONE DOWN UP 35:8 35$ _psfi - 3 358: -$8:€ I psf Z O J U Q ch 06 m o _J Lt Z U IY n N J Q co o Q D_ 0 F- L) [z F-- I 0 N 00 19 Ill � J N U_ � 0 ai 7 O C (1) Wm0U (5 M - o 00 ,Or R 8 M r,. w�W V, o 1: 6, Wrrtrt*nllIWO' U) M M N y 0 N F W Q gyi W ttl Rill t13 � cfl NZtZ.>F-W Lu W t` Z W.4000C-0 0 WI�-M^~JF- W WNMWI-MZ W ,JF-0 W Z W M Q~ LL J ®00` X=W ER WLLQ. LL DATE: 2/25/2020 SCALE: NTS DRAWN BY: J.B PAGE: Sil