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17A-221 (2) 5/16 "0 LAG BOLT GALV. OR STAINLESS STEEL MOUNTING CLAMP HEX BOLT SOLAR PANEL i INSTALLED IN SLOT OF RAIL SERRATED FLANGE NUT SOLAR PANEL ►► L —F04T 5/1 6"0 LAG BOLT V �r GALV. OR STAINLESS STEEL �r! MOUNTING RAIL AIIIIMINIIIIIIIMONSIMIIIV "��`'`� — COMPOSITION L —FOOT I ROOF 1 £7 /-7 7 7 T7 �`T % V T % 7 7T T `� I . L1_/ . �, li d ■ 1_/ 1_ i I. 11 L1 _ 1_1 L_/__Z_ 1_1 COMPOSITION — I s / HEX BOLT i i ROOF T i t INSTALLED IN SLOT OF RAIL i i r ' � t SERRATED FLANGE NUT UNIRAC SOLAR 1 t I �,p.SSACHV I MOUNTING RAIL \t s F F = EXISTING RAFTER -- w ,�S- t1 I l'0-L± 0- 4 04) [ 2 EXISTING RAFTER —.— t , I O) - G` ,,,,e c T t t FESSW I I 1 I 6, TYPICAL MOUNTING RAIL INSTALLATION DETAIL -. NTS JAMES A - MARX JR. - - L —FOOT AND LAG BOLT EVERY¢6" O.C. 10 M��L�i s�' 07456 I 1 JA ESA. MARX JR, I M.A. Profeaeiaml Eng noer 36365 CUSTOMER: TITLE: KLAES RESIDENCE MOUNTING FEET DETAIL EARTHSPONSE FLORENCE, MA APPROVED: - DRAWN BY: DATE: DWG. NO. �- REV.: 8/7/2012 .5- 3 L —FEET WITH 5/16" 0 x 3 1/2" LAG BOLT 3" 4' -0" s GALVANIZED OR STAINLESS STEEL (TYP.) (TYP.) (TYP.) —1 �' � - 1 1 7 INSTALLATION INSTRUCTION: a 'TS , I -1 II J b w a ,_:: f1 >I► 4 ' r 1. MOUNTING RAIL PERPENDICULAR TO RAFTER ! �M AS PER MANUFACTURER INSTRUCTIONS 2. DRILL PILOT HOLES THROUGH ROOF INTO W2 " � ; PANELS (TYP.) CENTER OF RAFTER AT L —FOOT LAG HOLE �. 1 �� , `; ' � FOR LAYOUT LOCATION. DRILL HOLES FOR SHANK SOLAR � ' — 1 4 1 , SEE PLAN DIAMETER AND LENGTH. MOUNTING RAIL I'f?"�i`�i► �„ 3. SQUIRT SEALANT INTO THE HOLE AND ON (TMP') vitm , . w a SHAFTS OF THE LAG BOLTS. SEAL THE - , P .� I : o UNDERSIDE OF THE L —FEET WITH WEATHER a ` a �' __ U) PROOF SEALANT AS PER MANUFACTURERS r . ll. 0 3 INSTRUCTIONS Ln a ! ° 4. SECURELY FASTEN L —FEET TO THE ROOF 1 i I /' I 1 1 if WITH THE LAG BOLTS. ADDITIONAL SUPPORT i' ! ± , ' _ 1 — l- i ' _!• A._ . 4 \ AT CANTILEVER ENDS M "A` ,, EXCEEDING 18" (TYP) ) II II � II � Il � ,e -�1. �t NOTE: V ` RAFTER EXISTING ROOFING THE SOLAR ROOF CONTRACTOR IS RESPONSIBLE FOR 2 x 6 AT 16" C —C MAINTAINING THE WATERPROOF INTEGRITY OF THE ROOF PARTIAL PLAN (NP) INCLUDING SELECTION OF THE APPROPRIATE SEALANT. TYPICAL L -FEET ARRANGEMENT ■. Roof Surface Dimensions: 25' ridge, 20' gutter to 1d 7 of ASSACy Gs Roof Pitch (deg): 37 deg, 9/12 - t P� s d \\ JAMES A. MARX JR. a� • Building Height (Eave): 1 story, 9 feet 3 P 4 . i Professional Engineer o Rafter Size & Spacing: 2x6 e ver 16" Ori center _ i O a`� 0 ' • WAIN ROAD. RI 00D, 07456 • Collar Ties Size & Spacing: k a R c‘ fIT JAMES A. RX JP 2x4 collar ties at ridge Ro p jl,/ MA Professional Engineer License 36365 F 1 CUSTO3.R: TITLE: KLAES RESIDENCE � • UNTING RAIL DETAIL EARTHSPONSE FLORENCE, MA ! KLAES RESIDENCE I APPROVED: DRAWN BY: DATE: DWG. NO.: REV.: I 8/7/2012 S -2 (I Equipment Details 4.8kW Roof Mounted PV system Panel layout: 5 rows of 4 landscape (qty 20) Panel Type: Kyocera KD240GX -L Modules, with M215 micro inverters Klaes SITE MAP Rack Type: Unirac Solarmount • N 182 N Maple St Florence, MA 01062 SYSTEM: 4.8kW Roof Mounted PV System 185 Bearing 37 deg tilt Components 20 KD240GX LPB Modules 20 Enphase M215- 60- 2LL -S22 Microinverters , 4''''. 4#101,', ) r4 4 . 44,4',Att„f2,44,4' 4% N G � 1't21� ( X1.1. -522 micrcair� v lens SAC ... F PS �� 4.11.!..C. c anti p / r : F Q ' � -,6v) W w R ! -.7 ° P G ,.,,t, W _ ,, � . ; ; � 4,,,,,,....„,, ,,,„,,. ,,,,,,*,,,, Fe.:, M • Y 6 y , ' �'wkte d - � , . 4. �.. n ` i n,2 t i 2 54 W n lit EARTHSPONSE DRAWING S - 1 8/7/2012 k August 7, 2012 To: Building Department From: James A. Marx, Jr. P.E. Re: Engineer Statement for Klaes Residence, 182 N Maple St., Florence, MA for Solar Roof Installation I have verified the adequacy and structural integrity of the existing roof rafters for mounting of solar panels and their installation will satisfy the structural roof framing design- loading requirements of the Massachusetts building code — 780 CMR Residential Code 8th Ed with the installing reinforcing as shown on drawing S -1. For the installation of the solar mounting, the mounting rails will be anchored to the rafters with Quick Mount on the center of the rafters and will be securely fastened to the rafters with lag screws. The design is based on the added weight of the collectors, wind speed of 90 mph, exposure B and ground snow load of 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof - mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, ��c�gACHLlS <c`c t bP G' Q 2 James A. Marx, Jr. P.E. o P w Professional Engineer lc D REG o MA Professional Engineer 36365 PnoF 10 High Mountain Road Ringwood, NJ 07456 ? / ? /52 cc: Earthsponse te August 16, 2012 I- - ` AUG2GMt EC71pNs Mr. Miller Dt! NOTHAnr ,,,,,A °_... °=°- -- Northampton Building Commission 212 Main Street Northampton, MA 01060 Mr. Miller; Attached is the structural analysis as you requested for the solar project proposed for the Klaes residence, at 18kNorth Maple Street, Florence, MA. Question, can we use the general permit application which is on your website? And what is the application fee? Please advise at your convenience. I can be reached at 413 - 536 -5955 Best regards, John Spurrell Adam Quenneville 160 Old Lyman Road South Hadley, MA 01075 IP U N I RAC Unirac Code - Compliant Installation Manual SolarMount 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser specified by AAMA 609 & 610 -02 — "Cleaning If within the specified Warranty periods the ( "Purchaser ") of product(s) that it manufactures and Maintenance for Architecturally Finished Product shall be reasonably proven to be ("Product ") at the original installation site that Aluminum" (www.aamanet.org) are not followed defective, then Unirac shall repair or replace the the Product shall be free from defects in material by Purchaser.This Warranty does not cover defective Product, or any part thereof, in Unirac's and workmanship for a period of ten (10) years, damage to the Product that occurs during its sole discretion. Such repair or replacement shall except for the anodized finish, which finish shipment, storage, or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling, or cracking or liability with respect to this limited Warranty. This Warranty shall beVOID if installation of the chalking under normal atmospheric conditions Product is not performed in accordance with Under no circumstances shall Unirac be liable for a period of five (5) years, from the earlier Unirac's written installation instructions, or if the for special, indirect or consequential damages of I) the date the installation of the Product is Product has been modified, repaired, or reworked arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of in a manner not previously authorized by Unirac the Product. the Product by the original Purchaser ( "Finish IN WRITING, or if the Product is installed in Manufacturers of related items, such as PV Warranty "). an environment for which it was not designed. modules and flashings, may provide written The Finish Warranty does not apply to any foreign Unirac shall not be liable for consequential, warranties of their own. Unirac's limited Warranty residue deposited on the finish. All installations contingent or incidental damages arising out of covers only its Product, and not any related items. in corrosive atmospheric conditions are excluded. the use of the Product by Purchaser under any The Finish Warranty isVOID if the practices circumstances. O ■ ■■ U N I RAC 1411 Broadway Boulevard NE Albuquerque NM 87102-1545 USA 26 SolarMount Unirac Code - Compliant Installation Manual :P U N I RAC [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. Top tlt mounting clamps -, i 1 Module i f T-bolt = Nib .....�„ i i Figure 26. Slide UGC -1 grounding esj^st UGC - i •n clip into top mounting slot of rail. US l Torque modules in place on top of canto.'ms co clip. Nibs will penetrate rail anod - UL Standard 461 fr ,,, _ 8u « ' ization and create grounding path a through rail (see Fig. 3, reverse side). SolarMount® rail (any type) UGL no Illi t Figure 2Z Slide 1/4-inch hex bolt ' ` €, w;; into top mounting slot of any Serrations SolarMaanttt rad (standard, }IU, or light). Secure nut with 7 /16 -inch r =- crescent wrench with sufficient torque for lug serrations to penetrate :' anodized surface of rail. SolarMount® rail (any type) Figure 28. Place grounding clips, lugs, and copper wire (6 -10 AWG). Place a loop in the wire around i splices to prevent tension. Be sure f wiring between rails is not taut. 1 1 i KEY i PV module ( 1 i SolarMount rail (any type) —` J A Rail splice 1 X Grounding lug a -- ' Grounding clip i 1 Single grounding _ Alternate wiring _ I Copper wire wire for entire array _ ____ for in -line splices 25 :P U N I RAC Unirac Code - Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 21, page22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier. Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 5 foot - pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self- tapping screws. [3.3.4] Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the Clip slots. slots Consider the weight of a fully assembled panel. Unirac recom- j Moue ti rg mends safety lines whenever lifting one to a roof. ° " tY g � ,y slots Align the panel with the previously installed L -feet. Slide 3/8 inch L -foot mounting bolts onto the rail and align them with Flange g g Footing k . ` , nut the L -feet mounting holes. Attach the panel to the L -feet and bolt slot finger tighten the flange nuts. ." Rails may be attached to either of two mounting holes in the footings (Fig. 25). • Mount in the lower hole for a low, more aethetically Figure 25. Leg - to - rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L- feet" above. Torque all footing flange nuts to 20 foot - pounds. Verify that all lag bolts are securely fastened. 24 SolarMount Unirac Code - Compliant Installation Manual :P U N I RAC [3.3.2] Laying out the installing L -feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They _ _I are also used for most ground mount i i ( _ _ installations. To ensure that the L -feet will ' I Install Second be easily accessible during flush installation: ;ft. • Use the PV module mounting holes nearest the ends of the modules. II 1 " SolarMount Rails 1 1 • Situate the rails so that footing bolt i i 1 1 i' slots face outward. The single slotted square side of the L -foot e- e = must always lie against the roof with the � Instal First double - slotted side perpendicular to the I roof. L_— —.. i L —_ i Foot spacing (along the same rail) and rail t ower 1 overhang depend on design wind loads. roof Install half the L -feet: c e Rafters • If rails are perpendicular to rafters (Fig. 23), install the feet closest to Figure 23. Layout with rails perpendicular to rafters. the lower edge of the roof. • If rails are parallel to rafters (Fig 24), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roofing into the center of the rafter at each lag screw hole location. Rafters N m Install L-Feet Squirt sealant into the hole and onto the n First shafts of the lag screws. Seal the underside of the L -feet with a sealant. Securely fasten the L -feet to the building structure with the i lag screws. Ensure that the L -feet face as 1 shown in Figure 23 or Figure 24. ; 4- *- Hold the rest of the L -feet and fasteners aside until the panels are ready for the installation. +w 1 3 1 9 4.1 3 3 1 Blocks Install L -Feet Second Figure 24. Layout with rails parallel to rafters. 23 • 1!: U N I RAC Unirac Code - Compliant Installation Manual SolarMount [3.3.1] Planning the installation area Distance between - log bolt centers >) Decide on an arrangement for clips, rails, and L -feet (Fig. 22). 2° . •F 2"-4-i Use Arrangement A if the full width of the rails contacts the Distance between — module le mounting holes module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either PV module (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict. M odule b Clip II If rails must be parallel to the rafters, it is unlikely that they Rai– –4.- „ Ili can be spaced to match rafters. In that case, add structural t , t loot -._ supports – either sleepers over the roof or mounting blocks . --i. bolt beneath it. These additional members must meet code; if in doubt, consult a professional engineer. Dismonce between .• lag bolt centers Never secure the footings to the roof decking alone. Such an i /4” ,,,- Y }..-i or arrangement will not meet code and leaves the installation ..— Distance between i and the roof itself vulnerable to severe damage from wind. rnodu =e mount'.ng holes Leave enough room to safely move around the array during . ! >.r installation. The width of a rail - module assembly equals the ■ , 1101 length of one module. Note that L -feet may extend beyond I lk 1, the width of the assembly by as much as 2 inches on each I I side. The length of the assembly equals the total width of the y modules. T m '.. Figure 22. Clip Arrangements A and B 22 SolarMount Unirac Code - Compliant Installation Manual U N I RAC ,::::: [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. ,yam '" F c a .,,:k i -, ''. , ,,, ai ; - '/ ,■ _a =,c,1 1 , .1; Figure 21. SMR and CB components Table 16. Wrenches and torque r Wrench Recommended Stainless steel hardware can seize up, a process size torque ((t -Ibs) A called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably /, " hardware /b" 5 ' /e` hardware %b" 20 an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, Note: Torque specifications do not apply to lag bolt and (3) avoid spinning on nuts at high speed. connections. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 21 ., : U N I RAC Unirac Code - Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre - wiring Modules. If modules are the Plug and Play type, no pre- wiring is required, and you can proceed directly to "Installing the First Module" below. - ,. If modules have standard J- boxes, each module should be ' pre -wired with one end of the intermodule cable for ease of installation. For safety reasons, module pre - wiring should not be performed on the roof. , t i Leave covers off J- boxes. They will be installed when the'`'`''y modules are installed on the rails. J - boxes Installing the First Module. In high - profile installations, the safety bolt and flange nut must be fastened to the module bolt Figure 17 slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail ' H Mod frame slot during installation. 1 /2" minimum ' , A ;- If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the first module with , 4 1 ''1 1 '.- - m odule bolt T -bolts and end clamps at the aligned end of each rail. Allow r -- " and flange nut half an inch between the rail ends and the end clamps (Fig.18). Finger tighten flange nuts, center and align the module as r p t needed, and securely tighten the flange nuts (5 -10 ft lbs). Rail End clamp - Installing the Other Modules. Lay the second module face Figure 18 down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig. 17). With T- bolts, mid - clamps and Module frames flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 19). "F 't t ' 1/4" module bolt )' • and flange nut For a neat installation, fasten wire management devices to rails ';_t with self - drilling screws. Repeat the procedure until all modules are installed. Attach the , " Ra i l outside edge of the last module to the rail with end clamps. �' I ;_. Mid clamp Trim off any excess rail, being careful not to cut into the roof. ,a Allow half an inch between the end clamp and the end of the rail (Fig. 18). Figure 19 Check that all flange nuts on T - bolts are torqued to 5 - 10 ft lbs. High lipped module = p'' ril (cross section) Spacer Low -li ped module fili 0 (cross section) I SolarMount rail SolarMount roil Figure 20. Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high on the module frame. ra 20 SolarMount Unirac Code - Compliant Installation Manual OUNI RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 13) before mounting the rails to the footings. Use splice bars only with flush installations or those that use low- profile tilt legs. Although structural, the joint is not as strong as the rail itself. A rail should always be supported by more than one footing on both sides of the splice. (Reference installation manual 908, Splices /Expansion Joints.) Figure 13. Splice bars slide into the footing bolt If using more than one splice per rail, contact Unirac concerning slots of SolarMount rail sections. thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the L -feet (Fig. 14). Mount in the lower hole for a low profile, more aesthetically pleasing installation. Mount in the upper hole Clamping for a higher profile, which will maximize airflow under the modules. This bolt slot will cool them more and may enhance performance in hotter climates. Slide the % -inch mounting bolts into the footing bolt slots. Loosely attach ` ' r Mounting the rails to the footings with the flange nuts. f slots Ensure that the rails are oriented to the footings as shown in Figure 8, 9, Footing 11, or 12, whichever is appropriate. bolt slot ;; ! Aligning the Rail Ends. Align one pair of rail ends to the edge of the installation area (Fig. 15 or Fig. 16). The opposite pair of rail ends will overhang the side of the installation Figure 14. Foot - to - rail splice attachment area. Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters (Fig. 15), either end of the rails can be aligned, but the first module must be installed at the aligned end. If the rails are parallel to the rafters (Fig. 16), the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete (20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. l 39 Edge of installation area _.._, 1i l L ... Edge of installation area Figure 15. Rails perpendicular to the rafters. Figure 16. Rails parallel to the rafters. 19 ::' U N I RAC Unirac Code - Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs (Figure 10) are used to increase the height of the array above the surface of the roof. Pair each standoff with a E; flashing to seal the lag bolt penetrations to the roof. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. ,., `- Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff Figure 10. Raised flange standoff (left) base lies flat on the underlayment, but remove no more mate- and flat top standoff used in conjunction rial than required for the flashings to be installed properly. with an L-foot. The standoffs must be firmly attached to the building structure. If multiple high - profile rows are to be Overhang 25% L max - . - , .4 25% module width .. Foot spacing / each end installed adjacent to each other, it may not Rail Span, L be possible for each row to be centered above I the rafters. Adjust as needed, following the 1'4 te r " guidelines of Fig. 12 as closely as possible. " r „�^ t• 50% module t width (TYP) Installing standoffs r Lower roof edge 1 Drill 3/16 inch pilot holes through the t L Rafters - --/ underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16" lag Note: Modules must be centered symmetrically on the rails screws. ( +/- 2 *). If this is not the case, call Unirac for assistance. Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. Unirac steel standoffs (1 5/8 " O.D.) are designed for collared flashings available from Unirac. Aluminum two -piece standoffs Overhang 25% of ../..„ 50% B typical (1 1/8 " 0.D.) take all metal flashings, also A,. J «. available from Unirac. module Overhang 25% % o of Install and seal flashings and standoffs fi using standard building practices or as the � 7/16° --t . a ti I i �`" L ' company providing roofing warranty directs. f j : 7 l I � > I Foot spacing/ -- •- 7/16" __ —t-Ral Span "L" 1 ` t; I 1 t Overhang 25% L,max Lower roof edge I 4 . t Rafters (Building Structure) Note: Modules must be centered symmetrically on the rails ( +/- 2*). If this is not the case, call Unirac for assistance. Figure 12. Layout with rails parallel to rafters. 18 SolarMount Unirac Code - Compliant Installation Manual :P U N I RAC [3.2.2] Laying out L -feet L -feet (Fig. 7) can be used for attachment through existing roofing material, such as asphalt shingles, sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L -feet lag screw holes within the installation area. lc If multiple rows are to be installed adjacent to one another, it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed, following the guidelines in Figure 9 as closely as possible. ---+- **-- Overhang 25% L max 25% of module . — Foot spacing / —.-1 width Rail Span L / i t 50% of module 3/ t -,- i .... . .. . x }width (TYP) I I it i ` --- Note: Modules must be Lower roof edge Rafters centered symmetrically on the (Building Structure) rails ( +/- 2*). If this is not the case, call Unirac for assistance. Figure 8. Layout with rails perpendicular to rafters. Installing L -feet 25% of module width -- ..! , 2 - - „ - 50% of module width Drill pilot holes through the roof into the /a 3 1 " center of the rafter at each L -foot lag screw ,,I hole location. i 3/, .. ,.--- 1 I �`.N � P Squirt sealant into the hole, and on the shafts ; ,, j „ ” 1. (( E of the lag screws. Seal the underside of the L- , I " ° " N _ "� � t i 1 t _ feet with a suitable sealant. Consult with the I I l ? company providing the roofing warranty. Foot spacing/ Securely fasten the L -feet to the roof with t d ` i _ - ail Span, L .-,. t : , the lag screws. Ensure that the L -feet face as 1, , �� I , shown in Figure 8 and 9. For greater ventila- v , ./` a I tion, the preferred method is to place the , l — — 1 single - slotted square side of the L -foot against 1 me1 the roof with the double- slotted side perpen- Lower roof edg ' Overhang 25% L max dicular to the roof. If the installer chooses to L L _ _ _ mount the L -foot with the long leg against the - 7 , mf roof, the bolt slot closest to the bend must be ,, Note: Modules must be used. Rafters (Building Structure) centered symmetrically on the rails (+ /- 2 *). If this is not the case, call Unirac for assistance. Figure 9. Layout with rails parallel to rafters. 17 :PUN! RAC Unirac Code - Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount® installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. The length of the installation area is equal to: Center the installation area over the structural members as • the total width of the modules, much as possible. • Leave enough room to safely move around the array during plus 1 inch for each space between modules (for mid - clamp), installation. Some building codes require minimum clearances around such installations, and the user should be directed to • plus 3 inches (11/2 inches for each pair of end clamps). also check `The Code'. Peak 11 1 1 . i _ II 1 1 ' Low-profile "w mode w High - pro ri I: ± -,----- L i 1 Gutter Figure 6. Rails may be placed parallel or perpendicular to rafters. 16 SolarMount Unirac Code - Compliant Installation Manual :1: U N I RAC [3.2.] Installing SolarMount with top mounting clamps This section covers Solar rack assembly where the i nstaller has elected to use top mount clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. • Mid Clamp '' End Clamp L -foot ,,- '*�4-' SolarMount Rail , SoIIarMount Rail Figure 5. Exploded view of aflushmount installation mounted with L-feet. Table 14. Clamp kit part quantities End Mid % "" module /, " "x 5 /a "" % "" flange All top w cl amps must insta wh ant Modules clamps clamps clamp bolts safe b o l ts nu ts seize to do pr even t galling and be provide unifo in clamp l oad. UniR Inc recommends lled Silver 2 4 2 6 2 8 Grade LocTiteAnti -S eize Item numbers: 38181 - , 3 4 4 8 2 10 80209,76732,76 , 76764, 6 a nd 76775, or 4 4 6 I 0 2 1 2 equivalent. 1/4 - 20 hardware used in conjunction 5 4 8 12 2 14 with top down c must be ins - 10 ft -lbs 6 4 I 0 14 2 16 of torque. When u sing UGC -1, UGC -2 W 9.5 and 7 4 12 16 2 18 WEEB 6.7, 1/4 2 0 hardware must be insta to 8 4 14 18 2 20 10 ft-lbs or torque. Additionally, when used EER with a top down cla the module frame cross section must be boxed shaped as opposed to sing, 1- shaped member. Please refer to installation s pplement 910: Table I 5.Wrenches and torque Gall and Its Prevention for more information on galli a anti -se and installation manual Wrench Recommended 225: Top Moun Unirac Grounding Clips size t orque (ft-lbs) and WE EBLugs for more inform on Grounding Clips." "" hardware /I6' 5 - 10 / ' /s "" hardware 9 /16 " Tor a re not designated for use with wood c onnector s 15 :I U N I RAC Unirac Code - Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code - Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount® ra components figto tV O 2 1 6 t 8 5 e Figure 4. SolarMount standard rail components. O Rail — Supports PV modules. Use two per row of lock washer for attaching L -foot. Flashings: Use one per modules. 6105 -T5 aluminum extrusion, anodized. standoff. Unirac offers appropriate flashings for both standoff types. 0 Rail splice — Joins and aligns rail sections into single Note: There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L -foot. expansion joint, 8 inches long, predrilled. 6105 -T5 O Aluminum two -peice standoff (optional) (4" and 7 ") aluminum extrusion, anodized. — Use one per L -foot. Two - piece: 6105 -T5 aluminum extrusion. Includes 3 /8" x 3 /4" serrated flange bolt with EPDM washer for attaching L -foot, and two /16" lag bolts. 0 Self - drilling screw — (No. 10 x 3 /4 ") — Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. O Lag screw for L -foot (5/16 ") — Attaches standoff to rafter. O L -foot — Use to secure rails either through roofing material to building structure or standoffs. Refer to 0 Top Mounting Clamps loading tables for spacing. Note: Please contact Unirac for use and specification of double L -foot. e Top Mounting Grounding Clips and Lugs © L -foot bolt (3/8" x 3 /4 ") — Use one per L -foot to secure rail to L -foot. 18 -8A2 stainless steel. Installer supplied materials: • 0 Flange nut (3/8 ") — Use one per L -foot to secure rail to Lag screw for L -foot — Attaches L-foot or standoff to L -foot. 18-8A2 stainless steel. rafter. Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is O Flattop standoff (optional) (3/8 ") — Use standoffs to adequate. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per • L-foot. One piece: Service Condition 4 (very severe) Waterproof roofing sealant — Use a sealant appropriate zinc - plated - welded steel. Includes 3/8 " x 1 /4" bolt with to your roofing material. Consult with the company currently providing warranty of roofing. 14 SolarMount Unirac Code - Compliant Installation Manual P U N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Downforce Point Load R lbs Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table I 1. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Uplift Point Load R lbs Table 12. Lag pull - out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load s Force, R (lbs), requirements. Specific 5 /6"" shaft * gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure Douglas Fir, South 0.46 235 and attachment method is strong enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Thread 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 I I.2A, I I.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter 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 necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. 13 • • U N I RAC Unirac Code - Compliant Installation Manual SolarMount Table 9. Double L -Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Span w = Distributed Load (plf) (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 2 SM SM SM SM SM SM SM SM SM SM SM SM `= sm. ' SM SM SM SM SM-. 2.5 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM S SM 3 SM SM SM SM Shy SM SM SM SM ,SM SM SM SM SM SM St*1r' SM 3.5 SM SM SM SM SM SM SM SM SM SM M SM SM 4 SM SM SM SM SM SM SM SM SM SM St* ®� y' 4.5 SM SM SM SM SM SM SM SM SM 5 SM SM SM SM SM SM SM SM y�r 5.5 SM ! SM SM : SM SM SM SM M �. 6 SM SM . SM SM SM SM 6.5 SM SM SM SM SM SM S r 7 SM SM SM . • ' SM 7.5 SM SM SM SM SM 8 SM SM SM SM HP ✓ i 8.5 SM SM 9 'SM SM SM €s 9.5 SM SM SM ! 3i 10 SM SMa • 1 0.5 SM SM x H I SM 113 . SM 12 3, 12.5 13 1 *#Wi \ € due 13.5 .gHO 4" ✓ 14 a 14.5 P1 15 e 15.5 ✓ 1 6 O HO s: 17 HO Step 4: Select Rail Type Step 5: Determine the Downforce Point Load, R (lbs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When designing the Unirac Flush Mount Installation, you penetrations. However, longer spans create higher point load must consider the downforce Point Load, R (lbs) on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce, Point Load, R (lbs), is determined by connection. multiplying the Total Design Load, P (psf) (Step 1) by the Rail It is the installer's responsibility to verify that the building Span, L (ft) (Step 3) and the Module Length Perpendicular to structure is strong enough to support the point load the Rails, B (ft) divided by two. forces. R (lbs) = PLB /2 R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building " ` structure is strong enough to support the maximum point 12 loads calculated according to Step 5. I SolarMount Unirac Code - Compliant Installation Manual p:' U N I RAC Table 7. ASCE 7 ASD Load Combinations Description Variable Downfarce Case l Doskrufbiltbise 2 Dawnforce Case 3 tJp units Dead Load D 1.0 x 10 X 1.0 x6 x r psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet I .Q x '+ ; 0.75 x + 1 x - psf Total Design Load P� psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Span/L -Foot Spacing w (plf) Using the distributed load, w, from Part II, Step 2, look up the Determine the Distributed Load, w (plf), by multiplying the allowable spans, L, for each Unirac rail type, SolarMount (SM) module length, B (ft), by the Total Design Load, P (psf) and and SolarMount Heavy Duty (HD). dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module There are two tables, L -Foot SolarMount Series Rail Span is supported by two rails. Table and Double L -Foot SolarMount Series Rail Span Table. w = PB /2 The L -Foot SolarMount Series Rail Span Table uses a single L -foot connection to the roof, wall or stand -off. The point load connection from the rail to the L -foot can be increased w = Distributed Load (pounds per linear foot, plf) by using a double L -foot in the installation. Please refer to the B = Module Length Perpendicular to Rails (ft) Part III for more installation information. P = Total Design Pressure (pounds per square foot, psf) Table 8. L -Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Span w = Distributed Load (pip (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 2 SM SM SM SMI SM SM SM SM SM SM SM SM SM SM SM SM 2.5 SM SM SM ,SM SM SM SM SM SM $M SM SM $M SM Sh1 SM SM ' ' = SM S M 3 SM SM 5M aN SM SM SM SM SM r SM SM SM SM SM 3.5 SM SM SM Std,;, SM SM SM SM SM 11 ' SM SM 8M ; SM SM 4 SM SM SM S 4' SM SM SM SM SM SM 4.5 SM SM SM SM SM SM SM SM $M SM 5 SM SM SM SM SM SM SM SM MFG 5.5 SM SM SM SM SM SM SM ° s 6 SM SM SM SM SM SM ' +, 6.5 SM SM SM SM SM SM 1 H�F 7 SM SM S SM 7.5 SM SM SM SM 8 SM SM SM SM n 8.5 SM SM SM 9 SM SM SM r �� 9.5 SM : GSM s 10 SM. SM 10.5 SM SM 11 SM ' , I1.5 SM s a •HD 12 12.5 13 1315 * 4$4.4\ 14} x 14 � I4t IS v yyw F '' a .»aa« n1 15.5 16 11 S • :PUN! RAC Unirac Code - Compliant Installation Manual SolarMount Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series Step 1: Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load, P (psf) is determined using ASCE 7 -05 structural engineering methodology. The beam calculations 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over Load S (psf), Design Wind Load, peer (psf) from Part I, Step multiple supports. Please refer to Part I for more information 9 and the Dead Load (psf). Both Uplift and Downforce Wind on beam calculations, equations and assumptions. Loads calculated in Step 9 of Part 1 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document, obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail. Use the uplift case only 1. Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities (Part II, Step 6). official. 2. Obtain the Design Wind Load, pnet• See P (psf) = 1.OD + 1.05 (downforce case 1) Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (psf) = 1.OD + I.Op (downforce case 2) 3. Please Note: The terms rail span and footing spacing P (psf) = 1.OD + 0.755 + 0.75p (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P (psf) = 0.6D + 1.Opnet (uplift) 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and D = Dead Load (psf) Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or S = Snow Load (psf) contact Unirac. The following procedure will guide in selecting a Unirac Pnet = Design Wind Load (psf) (Positive for downforce, negative g P g you g for uplift) rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load, D (psf), is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7 -05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7 -05 for more information. Figure 3. Rail span and footing spacing are interchangeable. • B t ■ Rai / S P a n L e <2' �� c. Q �o R oot S P am Note: Modules must be centered symmetrically on 10 the rails ( +/- 2'), as shown in Figure 3. If this is not the case, call Unirac for assistance. SolarMount Unirac Code - Compliant Installation Manual ;;' U NI RAC Table 6. Occupancy Category Importance Factor Non - Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V = glans with Basic Wind Category Category Desicription Building Type Examples 85 -100 mph, and Alaska Speed, V >I 00mph 1 Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those 1 listed in Occupancy Categories I, Ill, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE /SEI 7 -05, Minimum Design Loads for Buildings and Other Structures,Table 6 -I, p. 77 • Pn R 9 :! U N I RAC Unirac Code - Compliant Installation Manual SolarMount Step 7: Determine adjustment factor for height and Table 4. Adjustment Factor (A) for Roof Height & exposure category, A Exposure Category Using the Exposure Category (Step 6) and the roof height, h Exposure (ft), look up the adjustment factor for height and exposure in Mean roof Table 4. height (ft) B C D IS 1 .00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 I.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor, I, Table 6, page 9, using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9: Calculate the Design Wind Load, pnet (psf) 60 1 .22 1.62 1.87 Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by Source: ASCE /SEI 7 - 05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure, A (Step 7),the Structures, Chapter 6, Figure 6 - 3, p. 44. Topographic Factor, K (Step 5), and the Importance Factor, I (Step 8) using the following equation: poet (ps) = AKztI pnet30 poet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) K = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (psf) = net design wind pressure for Exposure B, at height = 30, I = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail, rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7 -05 Variable Description Symbol Value Unit Step Reference Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Wind Area sf 2 Roof Zone Setback Length a ft 3 Table Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet30 psf 4 Table 2, 3 Topographic Factor K x 5 Adjustment factor for height and exposure category A x 7 Table 4 Importance Factor 1 x 8 Table 5 Total Design Wind Load poet psf 9 8 SolarMount Unirac Code - Compliant Installation Manual :El U N I RAC Table 3. r 10 net3o (psf) Roof Overhang Effective Basic Wind Speed, V (mph) Wind Area Zone (of) ::.. 90 100 110 ` 120 130 140 s150 170 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 a 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 k 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 D 2 100 -19.8 -24.4 - 29.5 -35.1 -41.2 -47.8 -54.9 -70.5 n 2 3 10 -34.6 -42.7 - 51.6 -61.5 -72 -83.7 -96.0 -123.4 o 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 L 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 9 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 A 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -1' 14.5 -147.1 c 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 iPe 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 _110.1 12 10 -24.7 -30.5 -36.9 -43.9 - 51.5 -59.8 -68.6 -88.1 o0 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 - 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 e 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 0 3 10 -24.7 -30.5 - 36.9 -43.9 -51,.5 -59.8 -68.6 -88.1 A 3 20 -24.0 -29.6 - 35.8 -42.6 -50.0 -58.0 -66.5 -85.5 c 3 50 23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 7 - 05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kzt Exr osusE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, Kzt, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is surrounded by level ground (less than 10% water surfaces in hurricane prone regions. slope). If the installation is not surrounded by level ground, EXPOSURE D has flat, unobstructed areas and water please consult ASCE 7 -05, Section 6.5.7 and the local building surfaces outside hurricane prone regions. This catego- authority to determine the Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following Also see ASCE 7 -05 pages 287 -291 for further explanation and definitions for Exposure Categories. explanatory photographs, and confirm your selection with the local building authority. The ASCE /SEI7 -05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 7 P U N I RAC Unirac Code - Compliant Installation Manual SolarMount Table 2. pnet3o (psf) Roof and Wall Basic Wind Speed, (mph) 90 100 110 120 130 140 150 170 Effective Wind Area Zone (on Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift ` Downforce Uplift I 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 ' 14.3 -35.3 16.5 -40.5 21.1 -52.0 I 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 d I 50 5.1 -13.7 6.3 -16.9 7.6 20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 ba s- I 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 - 51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 • 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 " 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 - 32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 e 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9,8': -33.0 11.4 -38.2 13,0 -43,9 16.7 -56.4 w 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 '' 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -303 6.9 -37.6 83 -45.5 9.9 -54.2 11.6' -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -615 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 I 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 • I 50 6.7 - 12.5 ! 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 ao I 100 5.9 -12,1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 of n 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 ' 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10,0 -28.2 11.9 -33.6 13.9 - 39.4, 16.1 -45.7 18.5 -52.5 23.8 -67.4 A 2 100 5.9 -17.0 ` 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 _ -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 , 21.3 -89.2 , 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 ` 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 - 56.2 " 14.3 -65.1 16.5 -74.8 21.1 -96.0 I 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 I 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 ' 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 a) 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 0 I 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 - 33.6 43.2 -43.2 a) I° 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 ' 23.7 -30.3 27.8 -35.6 ` 32.3 -41.2 37.0 -47,3 47.6 -60.8 • 2 20 13,0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 49 2 50 :::12.5 - 15.3'... 15.4 -18.9 18.6 ;: -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 r 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 A 6 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 - 35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 c 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 - 40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 ' 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 < 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 ` 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14,3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27,2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25,9 -28,4 30.0 -33.0 34.4 -37.8 44.2 -48.6 2 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 ! 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 ' -22.6 22.0 -26.9 25.9 - 31.6 30.0 -36.7 34.4 -42.1 ` 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source: ASCE /SEI 7 -05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6 -3, p. 42-43. n 6 SolarMount Unirac Code - Compliant Installation Manual ' U N I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Flat Roof „A tom, Hip Roof (7° < 8 <_ 27 °) .F I �� te a . h a h ( yQ t a' ta. a-- a a Gable Roof ( 8 <_ 7 °) Gable Roof (7° < 8 <_ 45 °) h a , a pa ; , h .... :45 .7:0 4 ,,, y a a a= s 'a �, a. Interior Zones End Zones II Corner Zone Roofs - Zone I/Walls - Zone 4 r4 Roofs - Zone 2 /Walls - Zone 5 Roofs - Zone 3 Source: ASCEISEI 7 - OS, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, Pnet3o Both downforce and uplift pressures must be considered (p in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting Using the Effective Wind Area (Step 2), Roof Zone Location toward the surface. Negative values are acting away from the (Step 3), and Basic Wind Speed (Step 1), look up the surface. appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. Page 5 U N I RAC Unirac Code - Compliant Installation Manual SolarMount . --..( .Mi f L - ' . _ .t -t�hw r 00(45) 88 mph i 1 I • ` ' (38 m /s) 119 {49) .. �: , 120 (54) u V ; n i s �1 �,_ !It,- " I . 90 mph • .i �# � ? 0 ft, 90 m� __ � �� !� (40 mJs* • Putt e� +.�",'t f3 w s �y,.�� r t a * ��4 t 7 itirliti4 Illk (40 r ilia e i ` "� 1 4:111e42+ x+;440 5}.44 ■i y 4... s a" k 4 t ` +c,,1 F aE 4 r + w + J t . 4 t _ 1 0 a! loa sr ' 0 1 l 4i 13008) 11111111 inswira. rim i� t r ^ fis :' :3 -1 y .4 y t + 4 ' 140(63) l a f "41 , � l 1r a t il g trie s kir l ILar iii44,Prlr. At Mil per hour t E ' ° ! . attteati '� :�±!r : : 4 + ,.1 ' . +;!► (meters per second) A I u1viesla "`4",tria 1i Figure 1. Basic Wind Speeds. Adapted and * • s + 4 " 1 "k s .k �t ,, \ t 3 ) applicable to ASCE 7 -05. Values are nominal � a� ilrl " 140 {63) " "140(63) 1 4 1 :Y 140(63) design 3- second gust wind speeds at 33 feet � r�f ft; 159(67) � ; above ground for Exposure Category C. �p * � 1( '8 g, M k St ire Special Wind Region . — 100(45) 130(58) 110(49)120(54) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 ' 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE /SEI 7 -05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6 -3, p. 41. 4 SolarMount Unirac Code - Compliant Installation Manual C: ' U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7 -05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I. Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7 -05. Consult with a licensed engineer if you want to use document, the values, equations and procedures used in this Method II procedures. document reference ASCE 7 -05, Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7 -05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for Pnet (psf) = AK pnet30 pressures on components and cladding in this document. p net (psf) = Design Wind Load The method described in this document is valid for flush, no tilt, SolarMount Series applications on either roofs or walls. A = adjustment factor for height and exposure category Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no KZt = Topographic Factor at mean roof height, h (ft) more than 10" space between the roof surface, and the bottom of the PV panels. I = Importance Factor This method is not approved for open structure calculations. pnet3o (psf) = net design wind pressure for Exposure B, at height Applications of these procedures is subject to the following = 30, I = 1 ASCE 7 -05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet, contact your local Unirac Distributor. Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50 years. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. h (ft) = total roof height for flat roof buildings or mean roof 3. The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form, for example a geodesic dome. Effective Wind Area (sf) = minimum total continuous area of 4. The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 Roof Zone = the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7 -05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area, the total area of the fewest number of modules on a run of rails. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. rnR 3 F U N I RAC Unirac Code - Compliant Installation Manual SolarMount i. Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides (1) supporting documentation for into a wide variety of PV mounting structures. With building permit applications relating to Unirac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system, and (2) planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support: complete installation SolarMount products, when installed in accordance with and code compliance documentation, an on -line SolarMount this bulletin, will be structurally adequate and will meet the Estimator, person -to- person customer service, and design structural requirements of the IBC 2006, IBC 2003, ASCE 7- assistance to help you solve the toughest challenges. 02, ASCE 7-05 and California Building Code 2007 (collectively Which is why SolarMount is PV's most widely used mounting referred to as "the Code "). Unirac also provides a limited system. warranty on SolarMount products (page 26). The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer- supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. raKo 2 k,, S0LARM0uN Code - Compliant Installation Manual 227.2 U.S. Des. Patent No. D496,248S, D496,249S. Other patents pending. /� I 0 a y _ F /✓/ _ J ' Table of Contents 0 i. Installer's Responsibilities 2 Part I. Procedure to Determine the Design Wind Load 3 Part II. Procedure to Select Rail Span and Rail Type 10 ^, Part III. Installing SolarMount [3.1.] SolarMount rail components 14 [3.2.] Installing SolarMount with top mounting clamps 15 [3.3.] Installing SolarMount with bottom mounting clips 21 [3.4.]Installing SolarMount with grounding clips and lugs 25 u NIRAc Pub 090924 -1cc September 2009 Bright Thinking in Solar 2009 bt Unirac, Inc. AI I rights reserced Unirac welcomes input concerning the accuracy and user - friendliness of this publication. Please write to publications @unirac.com. � e This e -mail transmission may contain information that is proprietary, confidential or legally privileged. The information is intended for the individual or entity named in the e -mail address. If you are not the intended recipient, you ore hereby notified that any use, disclosure, copying, distribution, continued possession, or reliance upon the contents of this e -mail is strictly prohibited. If you have received this e -mail transmission in error, please notify the sender so that we can arrange for proper delivery, and then delete all copies of this message. Thank you. 3 3 c ,, d \ � � � `sue rr� F s ex ,';' -..,' ,: '' 4, ''' ,,. ''' . -- -"-- . ...* ,,,,,„,. .,.. ','.,;. 'ill' '- ° ''''''''' '. - 4 1 . ii a ' i. ill. ,... , , ,°: I Drawings for Solar installation f RE ,,.. JUL. 2 0 R R Mr. and Mrs. Robert Klaes t L.. ._ _ i i DE'' is �: �sU,: 182 North Maple Street h- " =�f` a - - - Y Florence, MA PV System Size (DC rating @ STC) 4.8 kW Number of PV Modules 20 PV Modules Description Kyocera 240 W Modules PV Modules Model # KD240GX -LPB Inverter 20 X Enphase .2kW Inverter Model # M215- 60- 2LL- S22/S23 Mounting System Unirac Roof Mount Orientation South at 35 degree tilt Contact information: Chris Lund Adam Quenneville 160 Old Lyman Road South Hadley, MA 01075 413 -536 -5955 SillANIM I. it' 1: V ,4,:i Yi f ,,, iplii m. , * , l Acceptance of Proposal: Adam Quenneville i .r: /' Af Signature: Afilfft' /'; - Date: - 2 or fir' Name: ? fP `S 1l'tl iC'it 6 Zlln''_/ Date: 6/27 '0 () I Customer: Signature: /4 Date: 6 / 2 7 /Zs Nam : C '` Date: c719 C L4o�/.2----. i f Green. In black and white. 13 • A • � f ; Product: The following system Bill of Materials is quoted in this proposal: PV System Size (DC rating @ STC) 4.8 kW Number of PV Modules 20 PV Modules Description Kyocera 240 W Modules PV Modules Model # KD240GX -LPB Inverter 20 X Enphase .2kW Inverter Model # M215- 60- 2LL- 522/523 Mounting System Unirac Roof Mount Orientation South at 35 degree tilt Investment Summary: System Size 4.8 kW Estimated Annual Electrical Production (kWh) 5,668 Gross Project Costs - $25,200 MA State Sales Tax (must apply for exemption) $0 Rebate /Incentives ($'1,920) Solar Capital Outlay - $23,280 30% Federal Tax Credit 15% MA State Tax Credit (residential only) (1,COO) REC Income for Year 1 (if applicable) ($2,267) Tax Benefit of Depreciation $0 Tax on Rebate /Incentives /RECs (if applicable) $635 Net Cost —1) P` $13,664 Electricity Savings for Year 1 $815 Electricity Savings for Years 1 -25 $38,881 REC Income for Years 1 -10 $16,324 .51 i,s-(/0/360 JbE Green., WIack and white, 5 • w S X �' a • June 19, 2012 Robert Klaes 182 N Maple Street Florence, MA 01062 Adam Quenneville Solar, in conjunction with our solar distributor, GAF Solar, is pleased to submit this proposal to you to design and install the most technologically advanced solar electric power system available today. This system will convert sunlight into electricity, and reduce your dependence on energy derived from your local utility. You will own your own source of clean, renewable energy at an affordable price, taking full advantage of available government subsidies. We have analyzed your energy usage and designed the appropriate solar system to fit your needs. We will simplify your transition to green power, bringing together the best products, installation and financing to ensure a quality solution to your energy needs. We are certified solar professionals trained on the best products and technologies in the industry. We look forward to presenting this renewable energy solution to you. Thank you for the opportunity. Sincerely, /74 Adam Quenneville (413) 536 -5955 Green. In black and white, 1 5L) D ) VISA master • .„ DISCOVER Q U E N N E V I L L E www.1800newroof.net ROOFING 'V SIDING ■ WINDOWS We Are Licensed 160 Old Lyman Road • South Hadley, MA 01075 1.800.NEW ROOF • 413.536.5955 Fully Insured Email: info @1800newroof.net Website: www.1800newroof.net Factory Trained MA Construction Supervisors Lic. #070626 MA Registration #120982 Factory Certified Installers Member of the Home Builder's Association of Western Mass. CT Registration #575920 Member of the Building & Trade Association P.P.C. 38710 Pr osal Submitted To: Date Phone #'s C: I. o7 / d/z r az , bAk K4' H: zf/3 --` -,% -w4 s W: Street / Email: /g t' r Ault = -=i kti15 162-6, (91 /0At Nr City, State, Zip Code Special Requirements: [ D -/ = 4 OI0(� k'r= 12r2�4LS F vtA t�l art 6 /4/2„,w-_--- '(y . ❑ Recover ix Strip ❑ Layers //:0 C-fovse 4D %.bAc— Complete Roof System r k;i(Yb e(>9%) 1(\J CoNav .J t !b We shall acquire all appropriate permits for all work 1A- / F h_- ►: ome exterior and landscaping to be protected ,y ►t Strip existing roofing to existing decking and dispose of. Do not Do. i11I/ - 'N f7O f, Deteriorated existing decking will be replaced at $3.47 per sq.ft. after full inspection. '12 Install Ice & Water Barrier at all eaves, valleys, chimneys, pipes and skylights r9 / /cam j I!L '►2 Install (151b. f / Syntheti) nderlayment over remaining decking area )`Z1 Install Metal drip edge at eaves and rake (8" 5 ") (whitebrocopper) 6 CI Install manufacturer's starter shingle on all eaves and rake edges BBB ❑ Install new •'. - boot flashing (standard /copper) / vents —1-- '[Inst: I Snow Count • r Cobra rolled vent ridge vent Winner of the 2010 ❑ Install proper soffit ventilation TORCH AWARD Shingles: ( 66 nails p h shingle) 6AE n . `114 L-S ■i Rei8hin year ❑ 30 year ❑ 50 year Color [ IL)L-�F' l�4l�' _ t 1 Ridge cap shingles Warranty Options: ❑ We guarantee our workmanship for 10 full years (see our warranty coverage) ❑ GAF System Plus warranty GAF Golden Pledge warranty Chimney Options: ❑ Lead Counter Flashing ❑ Water Seal & Tuckpoint ❑ Rubberized Crown LI Metal Chimney Cap c 9� We propose hereby to furnish materials and labor - complete in accordance with above specifications for the sum of: Total Due ($ r / tw7t,.1 ) ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are Down Payment ($ A , U ) satisfactory and are hereby accepted. You are authorized to do work as specified. Payment will be 1/3 down at start of job, and balance due uu n completion. Balance Due Upon Completion ($ .3 2/ 3, ()� ) Date: 64 a • /L Signature: jet///"tifrl , - , ;��t L .�/ T Date: s , V n,---Estimator: (Print Name) t ' i. (4 t.l( (Sign Name) d,. n:, fi . ,,, Estimat- . are honored for sixty (60) days from above date ATTENTION HOMEOWNERS: Please cover all personal belongings in the attic, garage or storage areas due to the possibility of roofing debris or dust coming in through cracks of the wood. Adam Quenneville Roofing will not be resoonsible for debris or dust in the attic or storage areas. B1 i t : : s - : I I c o l i ' I B m- i ; ti t l 1 i :) t ! 1 :• v_ l 1 1 l at .l i : i i 1 : : . i :i 3 S i :::1 : I I f :t e r i let License: CS 70626 .. , . . . . . . . ,:. . . ADAM A QUENNEVILLE 160 OLD LYMAN RD S HADLEY, MA 01075 Expiration: 8/21/2013 Tr: 21002 .._. s, i tilk --620—da r Office of Consumer Affairs and usiness Regulation }, 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 120982 Type: DBA Expiration: 3/25/2014 Tr# 222024 ADAM QUENNEVILLE ROOFING ADAM QUENNEVILLE 160 OLD LYMAN RD — SO. HADLEY, MA 01075 . Update Address and return card. Mark reason for change. 0 Address D - Renewal ji Employment 0 Lost Card 5.CM Co som.0004-0101216 '.111:4 z *.?4,,IPI,WAV:ki__:OrtWer."Wr. .7 'Plri -7 4 ' 0 : STATE OF COMkTErITTCLIT 4, DEPARTMENT OF CONSUMER PROTECTION , Be it known that 0 ADAM QUENNEVILLE 160 OW LAM-AN' ,ROAD S OUTH • ;-.,. . .--::: ..-..:•-:..;:-: ::,- ', :;KADY; 0075-2632 . _ \ F: i . ■. / . • . ,s.„-t?„- , ..--,.., is certified by the Departibent Ciiier Protection as a registered 4 r'l , : •:.- _ ... __, : HOME IMPRIPVEMENRCONTRACTOR ..,.....„:, 0 i Regisfra-didiR # Mc-Q .,,,,M : • -,_... .; - q i al ,--1; ADAM QUENNEVIT.T.F, ROO : FING , . pil i Effective: 12/01/2011 Expir" a.tion: 11/30/2012 11 William M. Rubenstein, Commissioner Pi _._ . _ .. . .. . . . ......... ..-...,,...---.), -1 - : . 7 . . ..,. ,.:‘, ....„...,..„. . _ ., ,... _ :_...„ _ :;_......;. • ,,.„ _,,,,--,-,:.:...,:, ..:,-_,-..,-,:...--...,-.7111F is: : :;..,, 1117* ,; -", I: --,„;13-$!•:-. 1 ,f r I -nq 7'; ,1:1.oir ,,, Nip *, , ''1 4 J.. - . :s.• ' , 41 ----:\ fr, U..1: JX -UL.: WELT ia:.:,y FAX 41.35.36010 RemlLlard Ins. Agency IjUU.: -LH)_ - -', ADAMQ -1 OP ID: LL ACORL7 CERTIFICATE OF LIABILITY INSURANCE DATE(MMJODrYYYY) 44 1sa•• 02/08/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HIOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER CONTACT I 413- 538 -7862 _ NAME: _ Linda Landry FieldEddy Insurance 413 -53B -7179 PHONE 413- 538 -7862 f FAX No 413- 538 -6010 79 Lyman Street LA!4.N?. €a!}. _.._ ( 1 South Hadley, MA 01075 E-MAIL SS: lindaland t' @ y . fieldecom • 1RIA Agency Financed Accounts _._._ _ dd _ _ • INSURERRRI AFFORDING COVERAGE NAICM INSURER A: AIM Mutual Insurance Company • i INSURED Adam Quennevllle Roofing & INSURER B • Hanover Insurance Company_ _ __ :22292 • Siding Inc INSURER _ _ 160 Old Lyman Road South Hadley, MA 01075 INSURERD: INSURER E : + _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR INSR SUER POLICY EFF I POLICY EXP LTR TYPE OF INSURANCE INSR VWD1 POLICY NUMBER i (MMIDD/YYYYj1(MM/DDNYVY),I LIMITS ■ GENERAL LIABILITY I I 1 EACH OCCURRENCE _ IS I - TSAMA - GEYO RTW tEU ._... .. COMMERCIAL GENERAL LIABILOY I . PREMISES (Ea occurencq;_ S 1 I I CLAIMS •M ! I OCCUR I MED EXP (AnY one Pel5en; 4 r 5 - _. 1 I PERSONAL 8 ADV INJURY I $ ( GENERAL AGGREGATE 15 GEN1 AGGREGATE LIMIT APPLIES PER ' PRODUCTS - COMP /OP AGO 5 I POLICY . �Y IJ S T , I LOC i COMBINED SINGLE LINT 1 AUTOMOBILE LIABILITY 1 _ (Ea accident) 5 ' 4NY AUTO BODILY INJURY (Per p-s on) ; 5 W ALL OWNED 1 SCHEDULED I I I ' AUTOS i _ AUTOS I 1 BODILY INJURY (PS cudem), 5 NON - OVJNBD � 1 PROPERTY DAMAGE I � • HIRED AU! OS AUTOS • I ' Pe, awdenI) I i UMBRELLA LIAR ' OCCUR , i I ( EACH OCCURRENCE I EXCESS UAB I C,LAIMS.MAOEi ( , 1 AGGREGATE 1 5 I DELI J ;RETENTIONS J i ,_ f _, I j —_ _- A I� • I . i B ' Equipment Floater !IHN7140610 01!01112 01/01/13 :Rental 100,000 !Dad 500 • . I i DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (AUncll ACORD 101, Addlllonal Reined. Schedule, if mora space Is regeIrod) , CERTIFICATE HOLDER CANCELLATION WINRESI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �O/+ © 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ACORE) CERTIFICATE OF LIABILITY INSURANCE 621/2012 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 1NSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed- If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lynne Methot, Ext. 102 Foley Insurance Group Inc. P NEa II: (413) 214 - 7474 (p/C,NaI: (413)214 - 7447 37 Elm Street �ADMDAR�ESS : 1methot @foleyinsurancegroup.corn INSURER(S) AFFORDING COVERAGE NAIC # West Springfield MA 01089 -2703 INSURER A :Peerless Insurance Company 24198 INSURED INSURER B :Safety Indemnity 33618 Adam Quenneville Roofing & Siding Inc. INSURER C :Scottsdale Insurance Co. 160 Old Lyman Road INSURER D AIM A/R INSURER E : , South Hadley MA 01075 -2632 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1262106435 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADM SUER POLICY EFF POLICY EXP R TYPE OF INSURANCE LIMITS tNSR WVD POLICY NUMBER IMMIDO/YYYY1 OVAVO0MYYYI GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ • • A CLAIMS -MADE X OCCUR .GL6912267 6/23/2012 6/23/2013 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM. AGGREGATE LIMIT APPUES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 7 POLICY 5n l ECa n LOC _ $ AUTOMOBILE LIABIUTY COMBINED SINGLE UMIT UT _ (Ea accident) $ 1,000 , 000 X ANY AUTO BODILY INJURY (Per person) $ B ALL OWNED ' SCHEDULED 6215490 11/1/2011 11/1/2012 BODILY INJURY (Per accident)� $ AUTOS � AUTOS M NON -OWNED PROPERTY DAMAGE HIRED AUTOS $ — AUTOS (Per accident) PIP - Basic $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5 , 000 , 000 ' C 1 X EXCESS LIAO CLAIMS.MADE AGGREGATE $ 5,000,000 I 0E0 I RETENTIONS 10,000 X74S0080268 6/23/2012 6/23/2013 $ D WORKERS COMPENSATION X TORY LIMITS WC STATU- . m- a AND EMPLOYERS' LIABILITY ER ANY PROPRIETOR/PARTNERIEXECUTIVE � YI N E.L. EACH ACCIDENT $ 1,000,000 EXCLUDED? I i N (Mandatory In NH) 7012861012012 4/29/2012 4/29/2013 (Mandatory In E.L. DISEASE - EA EMPLOYEE $ 1,000,000 I(yes. d und DESCRIPTION O F OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000, DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, (i more space Is tequIred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Brian Foley /LYNNE ACORD 25 (2010105) © 1988-2010 ACORD CORPORATION. All rights reserved. INS025 n i Tho arcu l namo and Innn .ors ronictorod markc of A (`(IPn The Commonwealth of Massachusetts ■ *1 . Department of Industrial Accidents i� u Office of Investigations 600 Washington Street Boston, Mass. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders /Contractors /Electricians /Plumbers Applicant Information [) Q, Please Print Legibly Name (13usiness /Organir.arirrn /Individual) Adam Quenncv lle Roofing & Siding, Inc. Address:_ 1 t , o O l Ci L-ic , yl tt r'l fl (� �� c! f cit � )f)Gt *"1'1 [fa CJ (--e c / NJ ' Phone#: LI 13 ; : �: ' --- ; - ` 7? / 4: .) L i.)' -' Are you an employer? Cheek the appropriate box: Type of project (required): I , X I am an employer with __In 4.. I am a general contractor and I 6. New construction employees (Rill and /or part time),* have hired the sub - contractors 7. Remodeling 2. I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub - contractors have 8. Demolition working for me in any capacity. employees and have workers' y. Building addition No workers' camp. insurance comp. insurance. required] 5.1 We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their a myself No workers' comp. right of exemption perm MGL. I I. 1 lumbing repairs or additions insurance required] t c. 152, § 1(4), and we have no 12. Root repairs employees. [no workers' ( Gat] comp. insurance required.] 13. . Other Sea - _ _s `Any apptiearlt that checks box ill most also till Out Ow section below showing, their workers' conrtwrrsarlu.I policy information. I lnnrettwnrrs whit suhmh this affir inrhiraring ihry arc doing all work and thin herr outside contractors must submit a new affidavit indicating such. t ntuar•lnrri that rherk ibis hen most :di *th an additional sheet showing the name Of the sob- eorltraelnrs and state whether or not II - enlilies have employees. if the sett+- t have en. doyees, they must lrnvidc their workers' e n m o. roliev oum I taut an employer that is providing workers' compensation insurance Or my employees. nelory is the policy and job sire h( %rtrruutiurr. M n� .. Insurance Company Name: A Ef '( I' 6l '] t1, ..4�- r !�,1 ( 6t fl e � e Polity Nor Self -ins. Lie. il: A '_a 10 I 6 -(e /0 x. I':\pir1tion Date L _ ), `I - U /3 ._. gob sits Address: ff / r (. r / �j _ -1�� 1 �� !- L..._iL. � ._ J��'e - 1.____. ._,.._- C:ity /starts. /Lip: - jo �.P�'� ce �1 _ _ _.._ le ,X Attach a copy or the workers' compensation policy declaration page (showing the policy number and expiration (date). Failure to secure coverage as required under Section 25a of MGI_. ! 52 can lead to the imposition of criminal penalties of a line up to $1,500.00 and /or one year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of `k250.00 a day against violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the I)IA For coverage verification. / dot !icily certify under the pains and penalties of perjury that the information provided above is true and correct. .;Sl t{nattrrt'.' 14. — — ` Dote` — - 1 — — — — — Priem Nome: /7CIAL'Yf 4.11Ln 0-e ✓ Lite — — /'hone H_ q I 3 - L) j 6_ 6 `! 5 Official use only _ Do not write in this area to be completed by city or town official - -- — C;ity or Town: ._ _ ___ � _ , Perntit /license #: is Authority (circle tarts); I.Ilnard of loath 2, Ituilding Department 3. City /i'own Clerk 4, Electrical Inspector 5. Plumbing, Inspector 6. Other Contact person: — — — Phone #: - -- — - - - - - - -- L — -- — - -- --------------- SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction nn Supervisor: Not Applicable ❑ Name of License Holder : 4d tz 1 ri r L i /Le '70 6;2- License Number /&o Old 11 tylccn ce ti. 441. d(- °,1M4oioi c -d I- 0 3 Address Expiration Date i- b 6 4- 5gss' Sig re Telephone r.w . : Not Applicable ❑ f9`ssRegistered�:H"omn; mprovemei �Gontractor. ; ; �.� _ .... ,„_ __ . •� '.aa am..,_: �.. �q_.�_�: PP Adam Quenneville Roofing & Siding, Inc. 0-0 q R - Company Name 169 Old Lyman Road Registration Number South Hadley, MA 81875 3— a 14, Address Expiration Date — Telephone 03 5-36 SECTIONIO- WORKERS'_ COMPENSATION INSURANCE -AFFIDAVIT (M L .c - 1521 - 25C(6))- ---- Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No ❑ ome,; wi er. Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he/she resides or intends to reside; ; on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature • °SSECTION-5- DESCRIPTION .OF._PROPOSED. WORK.(check"all applicable) ,. L. New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [El Siding [0] Other (] c OICt Brief Description of Proposed T051111(a 1-)0 /7 ©- /h.eu�'ra f i ga ra 6 '781 co Work: — 'i V a. 0 6 / ' ) c Or 11_ !rt_2 _ I P GqB/ , O Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet �� -� � �� .�,�. :�.� �. «sue � r•:� �, j:.�-�+z ,,, . ;s f�ew��aa�s�.aAd�or. addition. to. ex�stinq�' housingl.:�omp�e�lie�A,oinrinq: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms C Is there a garage attached? id. Proposed Square footage of new construction. Dimensions e. Number of stories? f.' Method of heating? Fireplaces or Woodstoves Number of each ' g Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 11 Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j., Depth of basement or cellar floor below finished grade k Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION Ta OWNERAUTHORIZATION T BECOMPLET { AGENVM'CONTRACTORAPPLIES .OR UILDING ERMI t IC a tr f- IK /a(2 , as Owner of the subject property hereby authorize Adam Quenneville Roofing & Siding, Inc, to act on my behalf, in all matters relative to work authorized by this building permit application. - ' _9 1Lrcac Ll D� – 3 -/ Si gnature of Owner Date Adam Qiimineville Roofing & Siding, Inc. - , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Qlann.e lLe Print Name 761---t■ / 7 – 3 Signature of Owner /Agent Date • . Section 4. ZONING ALL Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing 1 Proposed Required by i This column to be filled in by i Building Department Lot Size I Frontage Setbacks Front TT 1 i 1 i Side I.,:1-----1 R: L:; 1 R:L__I = i 1 Rear = 1 1 l l Building Height Bldg. Square Footage 1 I Open Space Footage % 7-7 (Lot area minus bldg & paved I 1 i , F ---- 1 F ---- 1 parking) # of Parking Spaces Fill: : (volume & Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued:1 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book 1 I Paget i 1 1 and/or Document B. Does the site contain a brook, body of Water or wetlands? NO 0 DONT KNOW 0 ' YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: I C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: I i i D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 I i IF YES, describe size, type and Location: 1 ! E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 ' NO 0 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Deparfinewt use 01111 `, " City o Nor 'Status ofPermit ' ' " 6 . \ Building Department urb Cut/Dnveway Permit '� I �' , e ". f 212 Main Street • ewer /SeptacAvailabilrty - \ u Room 100 Water/WellAvallability r {' N% Northampton, MA 01060 wo Sefs of Structural Plans , 4 t phone 413 -587 -1240 Fax 413 - 587 -1272 € Iot/S PI s � � � � � � � ` j;etI rSpec r l ' 1 ■ APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION - Thie s sction to be completd b ey office = 1.1 Property � A Address: i ( / V C ( � a_pw I e' DTI Map Lot Uruf O C � h CQ vl ik Q /o 6 2one _ k Overlay DrstrrctE I Eirrost D'sfncf �. _ ._.._. _ 6B Dtstnct • SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT == 2.1 Owner of Record: rah- er-F -- ,- Jectu., K1 a q. s ? _c9, L c � C d JJorM fl4a p! ST. F M Pi Name (Prin Current Mailing Address: glU ` 1 /l L t � C l `Ct J- 6 ` Telephone / ,5-1.11_ ( /- , / i l � Signature l �� 0 L 75 2.2 Authorized Agent: Adam Qaenneville Roofing & Siding, Inc, /b o ()/ S G q ,h a A /0e1 - .SUw Hi. /7 "(It Name (Print) Current Mailing Ad :/ =�„- ///3 - 6 36- 69 SS € 11//1 0 1 75 ' Signature v 4= Telephone SECTION 3 ESTIMATED CONSTitUCTION COSTS _ Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant _ 1. Building -V'' - R( `�, kI gt O e (a) Building Permit Fee $ofai Arlek A5 4C +L) 2. Electrical (b) Estimated Total Cost of - ,> Constcdction ,. _ - -_ __ 3. Plumbing Building Permit Fee.; 4 Mechanical (HVAC) 5„ Fire Protection . . 4FT 4 6 Total = (1 + 2 + 3 + 4 + 5) ?A) a / q • a 0 Chec Number This Section For_,Offcial U/ a O nly; B uil d my P ermi t N umber : -- s t e I ssued __ S { igna _ Building -Commissioner /Inspector of B uildings - Date 1 File # BP- 2013 -0025 APPLICANT /CONTACT PERSON ADAM QUENNEVILLE V orA A 160 OLD LYMAN RD SOUTH HADLEY (413) 536 -5955 0 el �' i *14 G` PROPERTY LOCATION 182 NORTH MAPLE ST i pJ MAP 17A PARCEL 221 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: �W PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out }� ` Fee Paid d 7 ,50'j — t 9/ Typeof Construction: INSTALL NEW GARAGE ROOF & SOLAR PANEL SYSTEM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 070626 3 sets of Plans / lot Plan THE FOLL NG ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I FO ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management 411111111.1.1.1111 41( Signature of Building Of cial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 182 NORTH MAPLE ST BP- 2013 -0025 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A - 221 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit # BP- 2013 -0025 Project # JS- 2013 - 000040 Est. Cost: $33019.00 Fee: $191.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ADAM QUENNEVILLE 070626 Lot Size(sq ft.): 18730.80 Owner: KLAES ROBERT & JUNE Zoning: URB(100)/ Applicant: ADAM QUENNEVILLE AT: 182 NORTH MAPLE ST Applicant Address: Phone: Insurance: 160 OLD LYMAN RD (413) 536 -5955 () Workers Compensation SOUTH HADLEYMA01075 ISSUED ON:8/20/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: INSTALL NEW GARAGE ROOF & SOLAR PANEL SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/20/2012 0:00:00 $191.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner