Loading...
HomeMy WebLinkAbout17-19004 CITY OF ZEPHYRHILLS �-�' � 5335-8th Street (813)780-0020 19004 ELECTRICAL PERMIT �. � �" PERMIT INFORMATION � LOCATION INFORMATION Permit#:19004 Issued: 11/03/2017 Address: 6848 STEPHENS PATH Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 6,090.00 Total Fees: 157.50 Subdivision: STEPHENS GLEN PHASE TWO Amount Paid: 157.50 Date Paid: 11/03/2017 Parcel Number: 03-26-21-0160-00000-0400 CONTRACTOR INFORMATION OWNER INFORMATION Name: SUNRUN INSTALLATION SERVICES INC Name: WITAS, LINDA Addr: 5208 TAMPA WEST BLVD Address: 6848 STEPHENS PATH TAMPA FL 33634 ZEPHYRHILLS, FL. 33542 Phone: (732)552-6133 Lic: Phone: (847)530-5413 Work Desc: INSTALL ROOF MOUNTED SOLAR SYSTEM APPLICATION FEES ELECTRICAL FEE 90.00 BUILDING FEE 67.50 INSPECTIO S REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL ^ i / \ V /� � �iW`' ��� D� �� REINSPECTION FEES:(c)With respect to Reinspection fees ill omply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amou of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. I "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for I improvements to your property. If you intend to obtain financing, consult with your lender or an attorney ', before recording your notice of commencement." ' Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City � Codes and Ordinances. � / , � � CON RACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1111 70;46;08 a.m, 11-02-2077 1/5 :. � ��� , :� s u n r u r�j ,::,,'rdd�.;�i<;trFr: %`:ft�1 F;�-r�� ��r,'1-.;il�.,..'��],l.d''.-�. Good Morning Jackie, Please find information needed for contractor registration. lf there is any other infarmation I can provide feel free ta call me directly at 732-552-6133. Thank u Sam a Hemandez Permit Coordinator Sunrun Installation Svc. i 1111 70:46:29 a.m. 11-02-2017 2/5 ._����...� Y s�r� r u n�} -.��: , .:.�:. ...,: _::, _ ..i,�:i�,,,� i:fi i=:;t1��, , .. •.tlf�r. Ci#y of Zephyrhills Contractar Affidavit ' To Whom it May Concern, I, Paul Joyce, Contractor License EC13007964, hereby authorize the following to acf as my agent(s) in obtaining permits in The City af Zephyrhills, Florida. Joel Kemnitzer Samantha Hernandez Jennifer Funara Katie Funaro Matthew Grossman Best regards, /� ,,:,��,�,•:;,,., ,,,�: : CECILIA LORENZO .�'t��'�a�•<� w '''.s. . PlOTARY PUQLIC OF NEW JERS�1�''�',_'J;,�� `.>,. �°' : �t; `' • .;r? My Commlrelan E�Cplr�2�Q2�:_,' 3" ; _- +:-_ti� �� - • �-�'.y 'd, , � - . - ��.; 'ti;; .c.. I J/,,(���=�,l:i::t: ;�`''. a��-�ao-oozo City of Zephyrhills Permit Applicatio FaX-e aooz� Building Department _ Date Recelved ,/ Phone Contad for Permittfn � L �S� — �� OwneY's Name L��Q IA � 1 U1S Owner Phone ' ��lJ��u�J OwnersAddress �l�� J�� ��nS l�� OwnerPhoneNumher Fee Simple Tltleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ��"�� S 1 l. � . LOT# "l V SUBDIVISION PARCELID# O�_ Zb r 2`�O��v O V � ��v� (OBTAINED FROM PFiOPERTY TAl(NOTIC� WORK PROPOSED e NEW cONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q DESCRIPTION OF WORK 2•�D��� y JO I \ O\ � BUILDING SIZE SQ FOOTAGE� HEIGHT � OBUILDING $ +� �r_O.C� VALUATION OF TOTAL CONSTRUCTION .p QELECTRICAL $ �C��. �0 AMPSERVICE Q PROGRESSENERGY Q W.R.E.C. / SS ��� PLUMBING $ y'�[/, �,�/ � � S`�n ,� � �J y��V�� JG�V ..�;-` �� � � OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��(� � 1�,J��d � QGAS Q ROOFING Q SPECIALN 0 OTHER G�""• " �/� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO � ���V"" BUILDER t���COMPANY U��l�n S� l� SV C,i• � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address 5 � � Q �� License# � ��! ! ELECTRICI y �� V COMPANY �r� � � SIGNATURE REGISTERFD Y/N FEE CURRE� Y/N � Address License# PLUMBER COMPANY SIGNATURE REGISTERm Y! N FEECURREA Y/N Address License# MECHANICAL , COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERm Y/ N FEE CURRE� Y/N Address License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construc[ion, Minimum ten(10)working days after submittal date. Required onsite,Constructian Plans,Stortnwater Plans wl Siit Fence installetl, Sanitary Facilities&�tlumpster;Site Work Permit for subdivisions/large projeds COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construcction Plans,Stormvrater Plans wl Siit Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requiremerrts must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "»PROPERTY SURVEY required for all NEW consWction. Directions: Fill ou[applicatian completely. Ovmer 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AlC upgrades over 57500) " Agent(for the conhactor)or Power of Attomey(for the ovmer)would be someone with notarized letter from ovmer autharizing same OVER THE COUN7ER PERMITfiNG (copy of contract required) Reroois if shingles Sewers Service Upgrades AIC Fences(PIoUSunrey/Footage) , Driveways-Not over Counter if on public roadways..needs ROW NQTtCE QF DEED RESTRICTlOMS: The undersigned understands that this permit may be subject ta"deed°res#rictions" which may be more restricfive than County regulations. The undersigned assumes responsibitity for compiiance with,any applicable deed restrictions. UNLICENSED'CQNTRACTORS AND CQNTRACTOR RESPONSlBI�iTiES: If the owner has hitect a contractor or contraators fa andertake work,they may be required to be lrcensed in accordance with state and(ocai regulatians. if the contractor is not licensed as required by law, bath the owner and contractor may be cited for a misdemeanpr violation u�der state law. If the pwner ar intenderf conUactar are uncertain as to what~licensing requirements may apply for the intended work,they ara advised to contact the Pasco County Buiiding Inspection Division—Licensing Section af 727-847- 8009. Furthermare, if the owner has'fiired a contractar or contractars, he is advised�to have the contr`acto�(s) sign portions of the"contractor 81ock"of this appficatian€or which they wii! be responsibJe. tf you,as the owner sign as fhe canfractar,fhat rnay be an indicafion tha#he is not property iicensed and is not entitted fo permitting priviteges in Pasco County. TRANSPORTATION IMPACT/UTlLlTIES l�APACT AND RESOURCE REGQVERY FEES: The undersigned understands #haf T�ansportatlon Impacf Fees•and Recourse Recavery Fees may apply to Fhe construction of new bui(dings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco Counry Ordinance number 89=07 and 90-07,as amended. The�ndersigned.also understands,that such#ees,as may be due,wiA be identifred at the time of permitting, It is further understoad that Transportatian lmpac#Fees and Resour,ce Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the-project does not invalve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewac lmpact fees are due,they must be paid prior to permit issnance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN L.AW(Chapter 713,Flarida Statutes,as amended): If valuatian of.work is$2,500:00 ar more,I certify that I, the applicant, have�been provided with a copy of the "Florida Gonstruction L.ien Law—Homeowner's Pratection�utde"prepared by the Florida Department of Agricul#ure and Gansumer Affairs. tf the applicant is sorrieone other than the"owne�', I certify that I have obtained a copy of the above described documenfand promise in good faith to deliver it ta the"owner'prior to commencement CONTRACTOR'SI4WI�ER'S AFFtDAVIT: 1 certify that a11 the inforrnation in this appiication is accurate and thaf atl_work will be done in compliance with all applicable laws regulating constructlon,zoning and land development. Application is hereby made to obtain a permit to do work and instaAation as indicated. I certify that no work or instailation has commenced prinr to issuance of a.permi#and thaf ai1 work witl be performed ta meet sfandards of a(I laws regutaEing construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand thak the regulations of qther government agencies may apply to the intended work,and that it ls my responsibility fo identPfy what acfions t musf fake to be in compl�ance. Such agencies include,buf are not(imited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sen.sikive L'ands,WateNWastewate�Treatment. - Soathwest Florida Water Managemen# District Wells, Cypress Bayheads, Wef(and Areas, Alfering Watercourses. � - Army Corps of Engineers-Seawalls,Dacks,Navigable Waterways. - Department af Health & Rehabititative SetvtceslEnvironmentat Health Unit Wetis, Wasfewa#er Treatment, Septic Tanks. , - US Environmental Protection Agency-Asbestos abatement. - Federal Aviatlon Aufhority-Runways. I understand that the following restrictions apply to the use of fiil: - Use of fill is not allowed in Flood Zone"V"unless expressfy permitted. � - !f the fi!! materiai is to be used in Fiaod Zone °A", it is understoad that a drainage plan addressing a "compensafing volume°wiil 6e submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - tf the fili materiai is to be used in filood Zone °A" it2 connectian with a petmifted buitding using stem wall construcfion,1 certify that fill will be used oniy to fill the area within the stem wall. - if fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. tE use of fill is faund#o adversely affect adjacent praperEies,the owner may be cited for viotafing the canditions of fhe buitding permit issued under the attached permit application,for lots less than one(1) : acre which are elevated by fill,an engineered drainage plan is required. if t am the AGENT FQR THE OWNER,(promise in good faifh to infarm the owner of ti�e permiffing canditians set forEh in this affidavit prior to commencing construction. i understand that a separate permit may be required for electrical work, plumbing, signs, wells, paols, air conditioning, gas, or other installations not spec�cally inciuded in the application. A permit issued shaii be construed to be a(icense to proceed with the wark and not as authority to violate,oancel,alter,or set aside any pravisions of the technical codes,nor shai)issuance of a permit prevent the Building Official from thereafter requiring a correckion of errors in plans,construc#ion or violations af any codes. Every permit issued shali become invalid unless the work autharized by such permit is commenced wifhin siac months af permif issuance,or if work auttso�ized by the permit is suspended or abandoned for a period of six{6}months after the time the wark is��commenced. An eactension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cavse for the exte�sion. !f work ceases far ninety{90}cansecutive days,the job Es cons�dered abandoned` WARNINCa TO OWNER: YOUR�AILURE TO RECORD A NQTICE 4F COMMENCEIVIENT MAY RESULT IN YOUR PAYING`i'WlCE F!?R lMPROYEMENTS TQ YOUfi PRdPERTY. !F YOt!tMTEND TO QBTRIN FINANGlNG,CONSU�T WITH YpUR LENDER OR AN A'tTORNEY BEFORE RECORDING YOU tdOtICE OF CONiMENCEMENT. � FLQRIDA JURAT(F.S.117.03) QWNER OR AGfNT GONTRACTOR Subscribed and swom to(or affirmed}betore me thts ub 'bed end sw c�or affirm befor e fs by �bY Wha is/are personally known to me or has/tiave produced ~o' a .p o al 'kno �o rrte or haslhave produced as identifiqtian. + ��..�-kS2"^�s 1den6ficaHon. . Natary Pub(Ic „��''�..��� Notary Pubiic Commissfon No. Comm ss' 4„�.,,g, .e:t`'.. Name of Notary typed,printed or stamped Name of '`-���mtC1158I0ti#F�`I�JOA�� r'� ��ir dsam er , w'%FOF��°:'� BondadThruTrayFninlnsurene0800385d0f9 i � I - -=---�-�-- �=-�-_-- '_-_- ' � - _ -. -. »�__---- -- �-----_�•_., / F\ ` ``,�,{ � _"�'- +Y . _� . - � {.IX� •.'S�!•.^ - ���:i.. `,� ���Yt~_'iiix=:.c�.✓'L-i.{� 4�1�:1� - '�r s I' ,? . -z.s .w >:-� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �(�(�.� ���ti t���� Date Received: � � _ Site: � � �y S Pernut Type: f'l?D 1�'1-�`-�'�-� �l�1Gt,r � �>�`�"'t Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ i This comment sheet shall be kept with the peimit and/or plans. j � Kalvin ' ' — ans Exaniiner J Date Confiractor and/or Homeowner '� (Required when comments aze present) i i , I �� S lJ fl f lJ fl� �r.s 595 Market Street ?9th Floor San F�ancisco,CA 94105 City of Zephyrhills Contractor Affidavit To Whom It May Concern, I, Paul Joyce, Contractor License EC13007964, hereby authorize the following to act as my agent(s) in obtaining permits in The City of Zephyrhills, Florida. Joel Kemnitzer Samantha Hernandez Jennifer Funaro Katie Funaro ' Matthew Grossman Best regards, .j•,^ � . � '`'�1,1,�11�117! i/r :t"1 �;Y���' '';f,�� . ;'�:: _, ,, . v„ >�:� CECILIA LOR '� �`�"° a''' -„�`� �' �� - � NOTARY ENZO ,:��; ���._�'•'� ti}:, �" : - I'UQLIC OF �:'�°` "� �yp NEW JERSEI� s:'. '�." ` ,y �,.�.��� _ .�,: � ;r 'r"J'r 'y'; - . T ,n'?'S:'" �f C . om _ . , .. m ;��,. ��:: � �t u: r. � 2455200, :f;: �.�c; .�- y_ y:�;�.�- '. �}�r�` My omml�slon Explrsa C/2312�21 r� ''�I�'�;� a -;�`., a .�`.-;:�4 s�—.,y;`, �d; - �,y : ' '�'� ,'f.=`�A?b �•r d,�.: ,,w. • �; • ;�:�, ` ``r.4i'�C!�: ';Y." t'n��r ='.r i."`j._oh<}.' v " ��', ',r:`-p�sf�/��!' iF ' -`i�s�'Y:e��` •�a�: ' , �'�>>r : ,�;��'i'.���"JJ.l; .;4:0'�`.�, ���`i' _ ,r, ".:ti1 .�;',.r ��a�l�. 1 � �� structu ra i July 31,zo�� ENGINEEf�S Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 5ubject:Structural Certification for Installation of Solar Panels Job Number:17-03856 Client:Linda Witas-802R-848WIT1 Address:6848 Stephens Path,Zephyrhills,FL 33542 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x4 @ 24"o.c.SPF#2 at ARRAY 1.The top chords are sloped at approximately 27 degree and have a maximum projected horizontal span of 6 ft 3 in between load bearing walls. Desisn Criteria: • Applicable Codes=2012 IBC/IRC,ASCE 7-10,and NDS-12 � Ground Snow Load=0 psf;Roof Snow Load=0 psf ARRAY 1 • Roof Dead Load=6.7 psf ARRAY 1 • Basic Wind Speed=140 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 2012 IBC. ���\11111111///�/ If you have any questions on the above,do not hesitate to call. `������ K• ZACh,�// �.� P*+����ENS*••.F,p''. Prepared By: �� � F '** �i� PZSE,Inc.-Structural Engineers _ ** No. 73522 **� Roseville,CA - „ _ * * ALL W ' f STATE OF ;�; ORK SHALL COMPLY WITH p � ** EXP.02/28/2014 *;�<v` CODES FLORIDA BUILD1fVG CO�E,��`�ILIfV� "�F**.,,*�ORI *.•* � � NATIONAL ELECTRIC CODE, �i��Ss�•*....*• G�� �1ND THE CITY OF ZEpHY �i���NA�„����� ORDINANC�� ���S 07/31/2017 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL K.ZACHER,PE �EV�E�/���.� 0 i�/ USING A SHA-1 AUTHENTICATION CODE. ��� ' - '/ PRINTED COPIES OF THIS DOCUMENT ARE OF zEp��,R��LLS NOT CONSIDERED SIGNED AND SEALED AND P�n'�����(��R �( THE SHA-1 AUTHENTICATION CODE MUST BE / VERIFIED ON ANY ELECTRONIC COPIES. 8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661 T O1� O�1 ZO�(1 G O1�O�7 ZO�S 1A/ \AAA/�A/►�7CG�nm ' J�� �� ��� structura I July 31, zo1� ENGINEEf�S Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA 92618 Attn.:To Whom It May Concern re:Job 17-03856 : Linda Witas-802R-848WIT1 The following calculations are for the structural engineering design of the photovoltaic panels located at 6848 Stephens Path,Zephyrhills, FL 33542.After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. `���\IIIIIII/���� �•���``Q'����ENS c=y�•p'�•� ,. �, F �# % , Prepared By: � ** No. 73522 ';� PZSE, Inc.-Structural Engineers _ � * * _ � Roseville, CA =� STATE OF :�� ** EXP.02/28/2019 ���`j, `� ��F'`"*•«��RI „»•*G��• •......* ♦ �'�S,S,��NA�������\ 07/31/2017 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL K.ZACHER, PE USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661 �I T O1�O�1 40�f1 G O1�O�1 40��". 1A/ v,n�nei r»ec i-nm � Project: Linda Witas--Job#: 17-03856 Date: 7/31/2017 Engineer: DN Gravity Loading i"�� ��'RoofSnow Coad Calculetions ���� --��—; pg=Ground Snow Load= psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) C�=Thermal Factor= 1.1 (ASCE7-Table 7-3) I=Importance Factor= 1 pf=OJ Ce C�I pe psf - (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A PerASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15^. _ Therefore,pf=Flat Roof Snow Load= psf — - - - - -- P5=�:Pr (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Ps=,Sloped Roof Snow Load= - � -- - ' O.O psf, ARRAY 1 �M��—��-���_�— PV Dead Load"=3 psf(Per Sunrun Inc.)� ���iY� ; �� ____ �,Roof Live Loed= � 17.89_ psf . �� ARRAY 1 II Note:Roof live load is removed in area's covered by PV array. r �~���� Roof Dead Laad ARRAY 1����_.��� � Composition Shingle 4.00 Roof Plywood _ 1.50 I 2x4 Top Chords @ 24"o.c. 0.48 I �-Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.02 - � Total;Roof Dl:ARRAY 1 - 6:0 psf _ ' , DL Adjusted to 27 Degree Slope 6.7 psf �_ � Project: Linda Witas--Job#: 17-03856 � Date: 7/31/2017 Engineer: DN Wind Calculations Per ASCE 7-10 Components and Ciadding 1,'--^� Input Uariables j Wind Speed 140 mph - Exposure Category C Roof Shape Gable Roof Slope 27 degrees ' Mean Roof Height 13 ft Building Least Width 35 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.5.ft Controlling C&C Wind Zone Zone 3 � �Y Design Wind'Pressure Calculations ��� Wind Pressure P=qh*(G*Cp) - - - -- - - - - qh=0.00256*Kz*Kzt*Kd*V^2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt(topogrephic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Fador)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 140 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 36.3 psf 0.6*qh= 21.75 �'�� Standoff Uplift Calculations��� �V'� Zone 1 Zone 2 Zone 3 Positive GCp= -0.90" -1.69 -2.59 •0.50 Uplift Pressure= -19.55 psf -36.87 psf -56.42 psf 10.83 psf Attachment Dead Load= 3.00 psf 3.00 psf - 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.73 ft 2.73 ft 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Attachment Uplift= -194 Ib -383 Ib -596 Ib �� Lag Screw Uplift Capacity Check � Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 Ib (NDS Eq 11.2.1) Allowable Withdraw Capacity= 820 Ib (NDS Table 10.3.1) 8201b capacity>596 Ib demand Therefore,OI( �__'_'..<_�_" _'.�"__"'_""_"'_"_'_-...-,_"�'_'_'..t-_"_.'i � � T Lag Screw Shear Capacity Check , Embedment Depth Reduction Factor 1 Snow Lateral Force= 15 Ib Attachment Lateral Capacity= 288 Ib (NDS Table 11K) 287.5 Ib capacity>15 Ib demand Therefore,OEC Project: Linda Witas -- Job#: 17-03856 Date: 7/31/2017 Engineer: DN Framing Check ARRAY 1 PAss w=55 plf Dead Load 6.7 psf PV Load 3.0 psf Live Load 17.9 psf � 2x4 Top Chords @ 24"o.c. o Member Span=6'-3" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 27.6 psf [��� ��� Member Properties T�� Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 SPF#2 @ 24"o.c. j �� �� Check Bending Stress ; Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 43.1) 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress=1886.7 psi Maximum Moment = (wL^2)/8 = 269.392 ft# = 3232.7 in# Actual Bending Stress=(Maximum Moment)/S =1055.6 psi � Allouved>Actual--56%Stressed -- Therefore,OK � � ����^����� ���Check Deflection � ��4��T_� Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.416 i n Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) _ (w*L^4)/(185*E*I) = 0.105 in = L/715 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.312 in Actual Deflection(Live Load) _ (w*L^4)/(185*E*I) 0.068 in L/1103 < L/240 Therefore OK �-� _ --- Check Shear..�_��_�._ ..� �_. ..—.—� Member Area= 5.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 709 Ib Max Shear(V)=w*L/2 = 172 Ib Allowed>Actual--24.4%Stressed -- Therefore,OK Project: Linda Witas --Job#: 17-03856 Date: 7/31/2017 Engineer: DN Lateral. 2012 IBC CH34 � �_� , _�..�_�,,..�.___—� �- � �Existing Weight of Effected Building ' Level Area Weight(psfl Weight(Ib) Roof 1750 sf 6.7 psf 11725 Ib Ceiling 1750 sf 6.0 psf 10500 Ib 7/8"Stucco 737 sf„ 11.O.psf 8103 Ib (8.75'Wall Height) Int.Walls 368 sf 6.0 psf 2210 Ib Existing Weiglit of.Effected.Building,',. - 32538 Ib ;�� � TProposed Weight of PV System � ; Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 160 sf Approximate Total:Weight of PV System 4801b �� � �� 10%Comparison � ^�^� 10%of Existing Building Weight(Allowed) 3254 Ib Approximate Weight of PV System(Actual) 480 Ib Percent Increase 1.5% - � 3254 Ib>480 Ib,.Therefore OK �,. � • � �COPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLEOFCONTENT5 PAGE# DESCRIPTION SYSTEM SIZE:2610W DC,3000W AC . ALL WORK SHALL COMPLY WITH 2O11 NEC,2014 FBC,MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET � MODULES:(9)REC SOLAR:REC290TP2 BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. ��� PV-2.0 SITE PLAN INVERTER(S1: . PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O11 NEC. (1)NINGBO GINLONG TECHNOLOGIES:SOLIS-3K-2G-US . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O11 NEC. Mp MAIN PANEL PV-3.0 LAYOUT RACKING:SNAPNRACK SERIES 100 UL,FLASHED L FOOT . PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY — PV-4.0 ELECTRICAL :E PEN D01. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS 8 PV-5.0 SIGNAGE • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FOOTINGS (1)GINLONG SOLIS RSD-1G 1:1 RAPID SHUTDOWN , RqCKING CONFORMS TO AND IS LISTED UNDER UL 2703. � CHIMNEY • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). LC PV LOAD CENTER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. Q ATTIC VENT • 15.17 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(a)&690.8(b)). SM SUNRUN METER 0 FLUSH ATTIC VENT PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH � METAL PIPE VENT INV INTEGR,4TED DC DISCONNECT AND AFCI � T-VENT AC AC DISCONNECT(S) 0 � SATELLITE DISH �,� DC DISCONNECT(S) � FIRE SETBACKS , o �CB '�'••• COMBINER BOX � HARDSCAPE I——I INTERIOR EQUIPMENT —P�— PROPERTY LINE s u n r u n L� SHOWN AS DASHED SCALE:NTS A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER EC73007964 AZIM AZIMUTH 'ICINITY MAP COMP COMPOSITION ]00]MENOERSONOLW,STE208,TAMPAfL]dB3B �`e • '�'• DadeCity# 'NIfICIBF,l1 DC DIRECTCURRENT F��EO (E) EXISTING :t �� � • 'Prese� ExT EXTERIOR *{ St Leo '' ' FRM FRAMING CUSTOMER RESIDENCE: f ti � � - L� ' '' INT INTERIOR LINDAWITAS }'� �' � � LBW LOAD BEARING WALL 8848 STEPHENS PATH, P ii� }�'• ' �'� �!' MAG MAGNETIC 4 ZEPHYRHILLS,FL,33542 i �4' " � i NSP MAINSERVICEPANEL TEL(873J5345/79APN00338210180000000400 � . ,,, , 684B'Staphans path For Structural ON O NEw Y PROJECT NUMBER: i' , � � Ze h',hil Is� � NTS NOT TO SCALE e ,,�' �p Y� `````��KNZ�C���''' OC ONCENTER 802R-848WIT1 r �� PRE-FAB PRE-FABRICATED DESIGNER: 720.475.7994 j �, � '� `��� •�,�CENSF'�.,F�p�i� PSF POUNDS PER SQUARE FOOT JULIA LONGINOTTI � � TH S ITEM HAS BEEN ELECTRONICALLY pV PHOTOVOLTAIC !�Ieslay.Chapzl: C'rysial Sp�in9�s _ No.73522 � SIGNEDAND SEALED BY PAUL K.ZACHER,PE TL TRANSFORMERLESS j,,,;4 �� � � � USING A SHA•1 AUTHENTICATION CODE. DRAFTER: yf';:; ' � •' T — *' — TYP TYPICAL �'' b, � � � � PRWTED COPIES OF THIS DOCUMENTARE V VOLTS JULIA LONGINOTTI STATE OF �� NOT CONSIDERED SIGNED AND SEALED AND W WATTS 9 Kalfile= � Exv.osJae/�.osa �/� 7}{E SHA4 AUT}iENTICATION CODE MUST BE SHEET ���� ��(�`�..�ORI ,.� \♦ VERIFIEDONANYELECTRONICCOPIES. REV NAME DATE COMMENTS COVER SHEET ♦ �,. ��.� " " , V ' i��Ss/ONA 111�N��. A +Thonot�se�ea REV•A 7/31/2017 � �;' " 07/31/2017 PAGE PV-1.0 ^}' - -- iITE PLAN-SCALE=3/32"=1'•0" PITCH TRUE MAG PV AREA AZIM AZIM (SQF'� � �MP AR-01 27° 269° 278° 161.8 (N)(1)GINLONG 1:1 RAPID SE O SM INV SHUTDOWN DISCONNECT PL PL PL PL PL PL PL � � � � E POOL a � ( ) � ' a ,da ... d a d � a a a pa ff1 � � 'a m ° � Z . ° a ^ ° m � a � . a � � � °O d.. a aa ❑ a d a ❑ a d .d . a a d � o a V E � � Q (N)ARRAY AR-01 a -� � � a sunrun � � a � EC13007964 � ]BOINENOEqSON BLVp,STEs09,TMAPAFt]]BA PHONEO FPX 0 CUSTOMER RESIDENCE: LINDA WITAS 6848 STEPHENS PATH, 2EPHYRHILLS,FL,33542 � a � TEL(8 7 31 530.561�APN t:0328210180000000900 PROJECT NUMBER: 602R-848WIT1 PL PL P� PL PL ��\IIIIIIII/ � DESIGNER: 720.4757994 PL � �.����``J�ENg"cyF��''�� �ULIA LONGINOTTI �• �• F�,� � DRAFTER: THIS ITEM HAB BEEN ELECTRON ALLY = No.73522 � JULIA LONGINOTTI SIGNED AND SEALED BV PAUL K.7ACHER,PE (E)RESIDENCE USINOASHA-1 AUTHENTICATION CODE. = � � SHEET STATE oF �; SITE PLAN PRINTED COPIES OF THIS DOCUMENTARE I� v.oaiaeisois ��/� NOT CONSIDERED SIONED AND SEALED AND � (�R� �pG``�� REV'A 7/31/2017 THE SHA-1 AUTHENTICATION CODE MUST BE �/jCSS '�'����C� � VERIFIED ON ANY ELECTRONIC COPIES. ��/�,�ONAL ��\�� pAGE 'b`f1�';i2o,� Pv-z.o ROOF'fYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: -01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01 SINGLE STORY ATTIC WOOD PREFABRICATED TRUSS 2 X 4 7'-0" 24" 3'-0" 4'-0" 1'-4" REC SOLAR:REC290TP2 BLK MODULE DIMS: -AR-07-SCALE:3N 6"=1'-0" 65.94"x 39.25"x 1.5" TCH:27° MODULE CLAMPS: CIM:269° PortraiL 8.2"-16.4" � Landscape:4.9"-9.8" � MAX DISTRIBUTED LOAD:3 PSF SNOW LOAD:0 PSF WIND SPEED: 140 MPH 3-SEC GUST. LAG SCREWS: 5/16"x3,5"•2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED —6'�"— 13'-3" 21'-2" SPANS,AND NOTIFY E.O.R.OF ANY DISCREPANCIES BEFORE PROCEEDING. ��-3" — — 11" i 1' , �4�T'�r—t —O — � "� sunrun � � � _ 16'-6" �— �— o-- EC13007964 ]BO]MENOERSON BWO,bTE 300,TM1PR iL3]BR PtroNEO FPX 0 CUSTOMER RESIDENCE: 9'-7" LINDA WITAS 6848 STEPHENS PATH, ZEPHYRHILLS,FL,33542 TEL(B13)5365479 APN tl:032BP70100000000C0a PROJECTNUMBER: , 602R-848WIT1 ``���\1111111////� DESIGNER: 72o.a75.7994 ��.`���Pr��CENSF'�F�p''��� �ULIA LONGINOTTI THIS ITEM HAS BEEN ELECTRONICALLY ' No.73522 �� �J�ULIA LONGINOTTI SIGNED AND SEALED BV PAUL K.ZACHER,PE = _ USINO A SHA-7 AUTHENTICAiION CODE. � � � SHEET STATE OF �� LAYOUT PRINTED COPIES OF THIS DOCUMENTARE '� �v.m/aeisoaa ��� NOT CONSIOERED SIGNED AND&EALED AND � �OR� .�'�� THE SHA-1 AUTHENTICATION CODE MUST BE iF VERIFIED ON ANY ELECTRONIC COPIE3. �/�SS o/NA�"'E�G•�` REV'A 7/31/2017 //ll 11\� PAGE PV-3.0 b`�S�iizo,� 120/240VAC -- ---- --------- — --_. ---...— SINGLE PHASE � SERVlCE O METER#� M DUKE ENERGY(FL) JTILlTY 4Q2105924 GRID � EXISTING � 2�QA MAIN BREAKEf2 1 r'� FJQSTfNG NlNG90 GINLONG i� 2�OA tN)LOCKABLE TECHNOIOGIES: tt)Rso�:1 ruw�o MAIN (N)SUN RUN SOLIS-3K-2G-US sHU7 oowr�oEviCe, r� BLADEIYPE CENTRON4G NeMAqx,eaoV, 4CILITY �" '" PANEL qC DISCONNEC7 METER 3000 WAT7INVER7ER JUNCTION BpX WITHIN 10'OFARRAV pV MODULBS LQADS OREQUNALENT 4 4 4 �_..� 3 2 1 REC S4LAR:REC2907P2 Bt.lC � / (9)MOpULES .= e`'�--� O `� __ � /- +(�j/� (1)STRING OF(9)MODULEB _ �� L T 20A PV G� S�UARE 6 250V METER SOCKET LOAD RATED DC BRFAKER AT DU221RB 125A CON7INUOUS& DISCONNECT WITH AFCI, OPPQSITE END 3R,30A,2P 240V METER Rqp�D SHUTDOWN OF BUSBAR 124t244VAG 200A,FORM 2S COMPLIANT 3NQUIT SCHEDU�E NQTES T4INSTAI.I.ER: 1. 349 VDC IXPECTED OPEN CIRCUR STRING VOLTAGE. � CONDUIT CONbUCTOR NEUTRAL GROUND 2. ADD 20 AMP PV BREAKER TO MAIN PANEL. �u n ru n 3. CONNBCT THE RAPID SHUTDOWN SIGNAL CIRCUIT CONNECTQRS PER ! NQNE (2j 90 AWG PV WIRE NONE (1)1Q AWC>BARE COPPER �{�FAGTURER SPECIFICATlON. (2j 10 AWG PV WIRE 4. SPLICE THE 14 AWG THHNITHWN-2 CONDUCTORS FOR RAP�D SHUTDOWN NONE NONE (1)10 AWG BARE CQPPER SIGNAL CIRCUITS INTO 18 AWG CONDUCTORS WITHIN TC-ER CABLE AT THE � (2)18 AWG SIGNAL CIRCUIT JUNCTION BOX., WITFtiN TG-ER EC134d7964 (2)10 AWG THHN(fNWN-2 1 3/4"EMT OR EQUIV (2)14 AWG THHN(fHWN-2 NONE (1)10 AWG THHN/THWN-2 �3NENDER60N0LW,MER09 TMfPAiL3A8Y0 PHOHen FA%0 SIC>NA�C[RCUIT F 3/4"EMT OR EQUN. (2)10 AWG THHN/TNWN-2 (1)10 AWG THHNtfHWP1-2 (1)8 AWG THHNiTHVJN-2 CUSTOMER RESIDENCE; LINDA WITAS 684$STEPHENS PATH, ZEPHYRHILLS,FL,33542 TEL(813)6745419 APN t.03282/0760000000100 PROJECT NUMBER: 4t4DU�E CHARACTERISTiCS Sd2R-848WiT1 REC SOLAR:REC2907P2 BLK:290 W �PEN CIRCUIT VOLTAGE: 38.8 V DESIGNER: 720.475.7994 NAX POWER VOLTAGE: 32.1 V SHORT CIRCUIT CURRENT 9.T1 A JU�tA LONGINOTTI DRAF7ER: SYSTEM CMARACTERISTICS•INVERTER 1 JULIA LONGINOTTI SYSTEM StZE. 2610 W SHEET SYSTEM pPEN CIRCUIT VOLTAGE: 376 V ELEC7RICAL SYSTEM OPERATING VOLTAGE. 289 V VIAX ALLOWABLE DC VOLTAGE: 600 V 5YSTEM OPERATING CURREN7 9.05 A REV�R 7J3112017 SYSTEM SHORT CIRCUIT CURRENT• 12.14 A PAG� PV-4 0 INVERTER 1 NOTES AND SPECIFICATIONS: F� I ����'�/�„� � ■ ■ • • • , • � • • � � • •SIGNS AND LABELS SHALL MEET THE RE�UIREMENTS OF THE CEC 2078 AND V � � •• •• 9.05 •� NEC 2014 ARTICLE 11021(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED �fs Je. ' q ' . BY SECTION fi90,OR IF REOUESTED BY THE LOCAL AHJ, � • � • � � � � �� •-� � Zgg � •SIGNS AND LABELS SHALL ADE�UATELY WARN OF HAZAR�S USING EFFECTNE WORDS,COLORS AND SVMBOLS. ELECTRICAL SHOCK HAZARD � 376 � •aBELSSHALLBEPERMANENTLYAFFIXEDTOTHEEOUIPMENTORWIRING LABEL LOCATION: �• lZ,lq ,� METHOD AND SHALL NOT BE HAND WRITTEN. DO NOT TOUCH TERM INALS. �NTERIOR AND EXTERIOR DC CONDUIT EVERY 70 FT,AT EACH TURN,ABOVE AND .LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT BELOW PENETRATIONS,ON EVERY J8/PULL BOX CONTAINING DC CIRCURS. LqBEL LOCATION: INVOLVED. TERMINALSONLINEANDLOAD PERCODE(S):CEC2016:690.31(G)(3),690.31(G)(4),NEC2014:690.31(G)(3), INVERTER(S),DCOISCONNECT(S). •SIGNSANDIABELSSHALLCOMPLYWITHANSIZ535.4•2011,PRODUCTSAFETY 890.31(G)(4),NEC 2011:690.37(E)(3),890.31(E)(4),IFC 2012:805.11,1.4 PER CODE(S):CEC 2D18:690.53,NEC 2074:fi90.53,NEC SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. SIDES MAY BE ENERGIZED IN 2011:690.53 •�O NOT COVER FXISTING MANUFACTURER LABELS, � THE OPEN POSITION � • , • � LABEL LOCATION: � INVERTER(5),AC DISCONNECT(S),AC COMBINER PANEL � � � , (IF APPLICABL�. PER CODE(S):CEC 2018:690.17(�,NEC 2014:690.17(�, NEC 2�71:690.17(4) . ' ■ i 1lVA R�N I N G �pBEL LOCATION: , ,• UTILIN SERVICE ENTRANCElMETER,INVERTERfDC DISCONNECT IF REQUIRED ELECTRICAL SHOCK HAZARD BYLOCALAHJ,OROTHERLOCATIONSASREQUIREDBYLOCALAHJ. PER CODE(S):CEC 2018:690.12,NEC 2014:890.72,NEC 890.56,IFC 2012:605.11.1 IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED ' ' ' ' ' ' ' ' CONDUCTORS MAY BE , , ,,�, � � � . ; � UNGROUNDED AND ENERGIZED LABEL LOCATION: IABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF s u n r u n INVERTER(S),ENPHASE ENVOY ENCLOSURE(IF INTERCONNECTION. APPLICA9LE�. PER COOE(S):CEC 2016:690.54,NEC 2014:690.54,NEC PER CODE(Sj:CEC 2018:890.5(Cj,NEC 2014:890.5(C), 2011:690.54 NEC2Di1:690.5(C) � 6 QWJAR�N N*G i�UV�ARNIiNG {�-- -��� � �-�� ` EC13007964 ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC COND CTORS OF THIS SOURCES:UTILITY GRID ]BO]MEIIDEHSON 0LV0.STE YUB,TM1PA FLSt8t8 PHOTOVOLTAIC SYSTEM ARE pND PV SOLAR ELECTRIC F��NEO , UNGROUNDED AND MAY BE SYSTEM CUSTOMER RESIDENCE: ENERGIZED LABELLOCATION: LABELLOCATION: LINDAWITAS INVERTER(S),OC DISCONNECTS. UTILITY SERVICE METER AND MAIN 6848 STEPHENS PATH, PER CODE(S):CEC 2018:890.35(F),NEC seRvicE Prwe�. ZEPHYRHILLS,FL,33542 2014:680.35(F),NEC 2011:690.35(F) PER CODE(S):CEC 2078:705.12(�)(3), NEC 2014:705.72(D)(3),NEC 2011; 7eL(81J)5aa541a APN t.07zsx1078o0oo0oono0 705.12(D)(4) PROJECTNUMBER: , - !�W�`-�'�IN�,G �WAR'NIN�G 602R-848WIT1 INVER7EROUTPUTCONNECTiON PHOTOVOLTAICSYSTEM DESIGNER: 720.475.7994 DO NOT RELOCATE THIS COMBINER PANEL JULIA LONGINOTTI OVERCURRENT DEVICE DO NOT ADD LOADS DRAFTER: LABEL LOCATION: LABEL LOCATION: JULIA LONGINOTTI , ADJACEN7 TO PV BREAKER QF PHOTOVOLTAIC AC COMBINER(IF APPLICABL�. APPLICABL�. SHEET PER CODE(S):CEC 2018: PER CODE(S):CEC 2018: SIGNAGE 705.12(D)(2)(3)(b),NEC 2074: 705.12(DJ(2)(3)(cj,NEC 2014: 705.12(D)(2)(3)(b),NEC 2011:705.12(D)(� 7U5.12(D)(2)(3)(c),NEC 2011:705.12(D)(4) REV•A 7/31/2017 PAGE PV-5.0 �E.:r..t_�u'.'ti�. _ =�'.':� ..s :.1r"vhwh� 'Ci i,ry..�,.; ' �Y .^pw. 'r*'��,,� �=' �i ,��� i1 ig,y �3 _ `.�y���;;�:�.��, i��,F,,4�!F3�•�+` ' � + U i3 � ,� � �'!;�� � �`„}'t``4 �� -`���:.;`.y: " ° �;�� ; �,:,. �:�'�.:��:i���:x..:_ ;-: _ k,� . , M;a�i�F�,� .�e� � ,��;,t: .� , � ; ; 4. �'r'�`='`y_ '' '���`-� ` �; ... �:,,� �.��: .e 4��� ` . . _s,���a.� _ .—_.c•,---- . . ;:�;,a,',�%:3:,,,:::,%�;s;�,"r�� ., + ,�s;^. a.�3'�" ,,,,,, ���,,,. - � .� ., ,.'I"' „ , q' � . } `A�4:>:i�. .� . . ' , � .: �, ""(f��{'aX.�_''�:i=?,�'",i`'..,�'4�. �'n'-�y.�!..� .. -.3` £:�c`' Y'� �' F � �1.�a�' ...�:'�>_".'��4��-�S,sf*'r:.,'s-_'.n t 1�1 d�'^ �e'dJ,�(tri.r`:-;� � '„1. ` � . '. � ,�' , ,.. , �°"'*^Wt��'�^.;...;,;,;..;,,;,;� �s•.-<,,, 1�4�� `S`••,,y:.:�";_ ; ,. .,r � .. � � "+u"..�_ ""'°i�.,m,w . " * 'i .e�`^-,4= •��� , ':'f .3.I,�f�±-�^� � ^+..y�4.:""'^w-_M1�.,�""""�-h>. .. � � , ' � � T1�1%i�P�A�� 2� �:-- � � �� �S��RI��� �� �. . . . , , �� , ;,. . �;. - . . <<� . ,., . . � . � . , . � . .. .. _ `� �PR�M�4UM SU�LAR�PA�NELS° � ������ � � � 100% MADE IN 51N�G'APORE � � , � - , �, , , , � , � .,._ , � REC.TwinPeak Z 5er"ie"s 'soiar panels`featur'e �an� ',� r . � . �..�.- - � �innovative�.design with higlz panel.efficiency and '' - `'"`-:—�.�. � � power�'output;enab+(ingcustomer'sto�'getthemost � ��`'�_=�: -_,..�.:�. —;�.,:._ : " out oF ttie space used For the instal(atio�i. �---_. . � . Combined with industry,-leading pro,duct quality,., ., ,����' aii,d`_the .ce�iabi#ity..oF, a str,ong and estab�i�hed ,�: �European brand,REC TwinP�ak Z panels are ideal N�� ;f,a�=�n'.'i�esiden�ial„ ,and .. fcomriie�cial v r,a,oftop�� ,, � �wor(dwide. „ � ,` � ,' � , � _.�,_ � f� {.� ,.�" � /-' -- ,�� - Y�.. :�'_ '� ,�..�... ���.-� . � . . fNTEGRATED . MANIJFAC,T.URING IN JSI.NG�A-PORE;��,, � - " kI , � u � . � .�� . � ,� . � ., . r . �=a, ,. . .. , ::. . .�,�.�`� „ .. � . . . . _��� �, . , , ��. ti�� , ��°�;:,:��,..���..' ,�. , , , � �'` fr,-� : .. . �Pp p�� ''�`°,�A,�,h � � , � ����,. �-� Gp.'P . ' �,,�� a..��' . . ��� ' WAFERS . • CELLS MODULES ' 'r ���— ^�- „ � �_�i. ,J'� ��lu.._ � � � i � � �� , _ . 1675±25[65.94t0.1] ���,�,� EFFI❑ENCY � - _28I1.11 970[35b] 3825I5.05� _ C�� � , ' �„-.-i. �.. ' .,� . ' j_.., ' _ . ' � " _ _ ` ;,. I � ��'°°��± �' . YEAR PRD�UCT WARRANTY . ,' ' YEAR LINEAR POWER,OUTPUT � � ,� WARRANTY �' ,� ; „ � m � � � „ � ��Tr*FREF US IMPORT DUTY FREE � � �,�z 0 e [0.43 t0.8] , - � ' I� � � f`� 20.St05;�� ' �. [o.7a3a.os]�" �_\`tzoa[a� m " , , ,. ��: ,Nom[naloperating�elltemperature(NOCT) 44.6°C(±2°C) ' __4. ,y, �„ - TemperaturecoefficientofPMPP � ���=036°/a/`C ��------ asns� TemperaturecoefficientofVa -030%/°C Meascairentsinmm�in] -�38�15� Temperaturecoefficientofis�. 0.066%/°C �� �� NominalPower-PMPP(Wp) 275 280 285 290 295 Celltype: � 6stringsof20RECHCmulticrystalline,PERC WattClassSorting-(W) 0/+5 0/+5 0/+5 0/-F5 0/+5 Glass: � `073"(3.2mm)sola[gtasswith NominalPowerVoltage-VMPP(V) 31.5 31.7 31.9 32.1 32.3 , � , anti-reflectivesurface'treatment Back sheet. Highly resistarit'poiyester NominalPowerCurrent-IMPP(A) 8.74 8.84 8.95 9.05 9.14 polyolefinconstruction OpenCircuitVoltage-Vo�(V) 38.2 38.4 38.6 38.8 39.0 Frame: • ' Anodizedaluminum ShortCir[uitCurrent-IS�(A) 9.52 9.61 9.66 9.71 9,76 , (Availahleinsilverorblack) PanelEfficiency(%) 16.5 16.8 17.1 �7_4 ��� Junctionbox: IP67rated,3-partwith3bypassdiodes 12AWG(4 mmz)PVwire,35"+47"(0.9 m+1.2 m) Values at s[andard test�anditlons STC(airtnass AM 15,irradian�e 1��0 W/m',cell tempera[ure 25"C). Atlow'vradian�eof200W/m'(AM1.Sandcelltemperature25°C)atleast95YoftheSTCmoduleefficiencywiilbeachieved. COnneCtors. , StaUbliMC4PV-KBT4�PV-KST4, °Where�oocindicatesthenominalpowerclass(P�)atSTCabove,andcanhefollowedbythesuffixBLKforblackframedmodules. � . „ , �2AWG�4fi1tT12� Origfns. ," Silicon:MadeinUSA&Norway , ., Wafer/Cell/Module:Made inSingapore �� � NominalPower-PMPP(Wp) 206 210 214 218 2Z3 ,Operationaltemperature: ' -40...+185°F(-40 �85°C) NominalPowerVoltage-VM�(V) �9.2 29.4 29.6 29.8 30.0 Maximum�systemvoltage; 1000V NominalPowerCurrent-IMPP(A) 7.07 715 7.24 7.32 7.43 DesignLoads. , (+)75.zlbs/fC?(3600Pa) OpenCircuitVoltage-Vo�(V) 35.4 35.6 35.8 36.0 36.2 � . �� '"'� � (-)33.41bs/(t?(1600Fa) . ' ShortCircuitCurrent-I5C(A) 7.52 7.59 7.68 7J5 7,$5 , ,, � ,� Refertotnstallationmanual' Nominal operating�ell temperature NOCT(800 W/m�,AM 1.5,windspeed 1 m/s,amhient temperature 20'C�. Ma X serles fUs e fa ting: 2 D A 'Where�ooclnd(catesthenominalpowerclass(P�)atSTCabove,and�anbefollowedhythesuffixBLKforblackframedmodules. MdXf2V2f50CUffEf1Y. , , ZOA � � 0 � � � C/ � OVE ce� l0yearproductwarranty Dimensions. 65.9x39:25x1.5(1675x997x38mm) � C �1P 25yearlinearpoweroutputwarranty � i � c us Area: � 17.98 h (1.67 m ) � (max.degresslonlnperforman�eof0.7%p.a.from9755after , b ' UL1703,F'vedassificationTypeZIEC61215,1EC61730, thefirstyear) Weight_ , � 40.81b's:(18.5kg) o IEC61701(SaltMist-severitylevel6),IEC62804(PIDFree), Seewarrantycanditiansforfurtherdetafls. " , , ' ' z IEC62716�AmmonlaResistance),15 0 1192 5-2(IgnitabiliryClassl), , � ,� r �;,,' , „_ UNI8457/9174(ClassA),15090012015,15014001,OHSA518001 ��Note!Specifi[ationssubJectto�hangewithoutnotice. cr' ' �� �`` wwwrecgroup.com i � i . f� ,aq�.. � �u � 5:�• ' ' �'> t3T`� � �� � �;.�.t$r/:ij ��� . *€�_°�9 f ��';� I� i nve rte rs � � 2.5kW to 5kW .� �:4��--=� Ginlong Solis USVersicn Single Phase Inverters � " � � -' - .. � 'z, : � i . j , ��� s ��,.�� , ; �;�..... �d� Fe tur�s ��---_______1 ��� � • Compact and tightweight design inside a � corrosion-resistant NEMA 4X enclosure ������o�.'����������.��g • Easy to install and visually pleasing for indoor or outdoor instaltations i / � �Yt • Single phase 240Vac output Wi FI StlCk ,��:�,� ,i�`'f • Up to 97.8%efficient with an ultra-low start up ��.�`'`� voltage • Dual(2)MPPT designs with fast(<5 sec,J MPPT response times " ��' Web Box - ��` :t • Industry-leading(100-500Vdc)wide dc input `~ -� voltage range ��,,,W�, • Integrated Arc Fault Circuit Interrupt(AFCI)option • RS485 Modbus communication protocolwith Wi-Fi -�'.� ��� interface(optional GPRS) Rapid l� ���,y, Web based data monitoring with downloadable Shutdown ���`r��- - • Sotis Web App. Device � `-`J� �� , : • 10 Year Standard Warranty with extension aptions " �' ' .� Contactustcday. Manufacturer US Headyuarters �' t.866.438.8408 Ginlong Technologies 565 Metro Place South r,�y � e sales@ginlong-usa.com Ltd.,Ningbo,Zhejiang /Suite 3214,Dublin,OH V D� ❑� GINI.ONG ••K.•� �N�ginlong-usa.com P.R.China 43017 USA I � I i � i re�nrt�ca`specif icatior� Model Solis- Solis- Solis- Solis- Solis- Solis- 25K-2G-US � 3K-2G-US 3.6K-2G-US ' 4K-2G-US 4.6K-2GUS � 5K-2G-US � Energy Source � PV ' DC Values Mar.usable input current per�1PPT(Amps) 10+i 0 10+10 , 10+10 10+18 10+18 10+18 Max Short Circuit Current(Amps1, 15.6+15.6 15.6�15.6 15.6+15.6 � i 5.6+28.1 15.6+28.1 � 15.6+28.1 ; Start-Up Voltage(Vol;s; 120Vdc MaxVo:tage(Voltsl 600 � . Ooeraiing MPPTVoltage Range(Votts) '00-500 Full Po�.ver MPPT Voltage Range(Voltsi 125-500 150-500 � 180-500 ; 145-500 , . 165-5G0 180-50� Max PoN�er per MPPT(Watts) 5000 5000 5000 5000 , 5000 5000 Number of MPPT 2 InputsperMPPT 1 � 1 � 1 1+2 , 1 +2 ` 1 +2 AC Values(240VacJ - � Opera:ing Voltage Range(Voltsl 211-264 Opera;ing Frequency Range(HertzJ 59.3-6�.5 Ambient Operating Temperature Range ICels.us and Fahrenheit► , -25°C to 60°C/-13°F to 140°F Ambient Humidity Range 0-100%Condensing AC Output Power Factor >0.99 • Grid THD <3% � Nominal Power Output(Watts) 2500 30�0 3600 �� 4�00 � 460D 5000 Cortinuous Power Output(WattsJ 2800 3300 4000 , 4400 5000 5000 Maximum Con±inuous AC Output Current(Amps) 10.4 i2.5 15.0 16 7 19.2 20.8 ' Efficiency - � Peak Efficiency 97.5°10 97.5% 97.5°10 ' 97.8% 97.8% 97.8% � CEC Weighted Ef�iaency 95.5%� 96.5%0 , 96.5% 97.0% 97.0% 97 0% MPPT Efficiercy 99 9% � Protection �� - - - — - - Max Overcurrent Protection Device(Ama Ratin I 20 20 20 30 30 ' 30 , 9 Temperature Protection Yes DC Revzrse Polarity Protection Yes ' Outcut Overroltage Protection Yes{Varistor) Anti-islandin Yes 9 . Integrated AFCI(DC arc fault) Yes Integrated DC Switch Yes Rapid Shutdovdn(NEC 6°0.121 Optionat Generat Data ==- - - - - Dimensions(Inchesl 13.5"x 25.4"'x 6.8' (338mm x 658mm x 173mm1 Weight(Pounds) ' 33.1 lb. �_; 38.1 lb. � Topology Transformer-less � Internat consumption(Watts) a1.0 � Erctcsure Type NEMA 4X.(IP65i , , Cootmg Type � Natural Convection Noise tmissions ' <30 dBA � � ' Max operating altitude witnout de-rate 13,120 feet(4000m) Compliance UL 1741,UL 1998,UL 1699B,IEE 1547,FCC Part 15(Class B),CAN/CSA22.2'07 1-1 Features . - - � Display LCD,2 X 20 Z Communicatien RS485 Mod6us/Wi-Fi(GPRS opt�onal)interface Conduit Knockouts Two(2J on side and two�2)on bottom,1", 1�/�"ID, Nlarranty Standard 10 Year(Extendable to 20 YearsJ �SD��S I �� M:,aahyGiniong fechnooyms t.866.438.8408 I e.sales@ginlong-usa.eom I �N•www.ginlong-usa.eom :�ver;ers �.�o.. I � I �_ _ � i - .�- ;, �i "�.��� '���;��, . - I , '"*'*., ..s"`dn;f*r� a • ,r,,s. . :� F'_� • - �•� _ _ . ::- . r�. � �. ' � - ��- i"� � ������_ �, -- _ ,.�°_ �. __...�''" �.;�=. ._ �_ = = _ � — _- — _ — �+' ' ' , . .- ---°---....._ �u,-�o .. . � - � _� 5 � . �...� ��� .. , . � . �w•�.�f � k . !`�. .._���.� . .. i ��. ` 'M.`_. _ . y I r �'i�n.��,#� �� ~�5��* . -.� �• _ • '� �. N " � � .. t ' .. , +M � . . �y'. k'. � ♦ .. • .�� �. I �,��� . . '� � ��, • 1 �� r � � » � � .+�i��► ,. .� +,�"�" �t �'T-� j - '��. '' . �+. ' �".� _� i` ,,,, ... .� , ... , � � Y'V� ��.,,3.. ��r��► �..... � � .. " ,, ,f �.. ��"_'� . f.+. �.�.. �,R ��' :iiM�`. _ `f _� '�:, +j � . �'�i --� �j,. .�_ _�,it' � .� ;� ` .: - f - _ � �,:= �.» s�' `_., . � E ,.. • .�'� ,� 'a�Rar.'� , , _ = . �i � � -L ,�r.�� � !y �. ., , „ ./�.``d . :......, .y:J��'.'. �. „ �.�. ! �' � � ,�, -�..:��,. -.. ..,,_»� � .v.,,. , ar..+; .H . ^ � .. . . .... �� � sk. _ SERIES 100 UL R � OF , MOUNT SYSTEM Sna�Nrack Res�dentiai PV Mounting S��s�e��s Code �omp;iar.t Installatior� Manual j+�-:-r' °f?� w � ~S j� , �� � �� = Series 900 UL Introduction i ( .� SnapNrack Series 100 UL PV Mounting System offers a low profile, � � '�'� � visually appealing, photovoltaic (PV) module installation system. This innovative �, ' �� t system simplifies the process of installing solar PV modules, shortens installation �' 1i �� o_,,"�•�.. � .,} times, and lowers installation costs. � - : � ;i SnapNrack systems, when installed in accordance with this manual will be . 0,.�,� . , ,,�,;,,:� , �, ;'�,;,,,�, , structurally adequate for the specific. installation site and will meet the local 8 '„ , ,,,/O �,; ,.;� and International Building Code. Systems will also be bonded to ground, under � � SnapNrack's UL 2703 Certification. : /�� :V�� , ; � � ;� �� The SnapNrack installation system is a set of engineered components that can W \.,. i ■� 0 � # be assembled into a wide variety of PV mounting structures. It is designed to be � � 7 installed by qualified solar installation technicians. With SnapNrack you will be 4 . � _ � able to solve virtually any PV module mounting challenge. ` Table of Contents �� � — ;, . , ... . � . ,� i . � • � Step 1: Project Plans � � 1 Configuration . . . . . . 3 I , ` ' . � Surveying and Layout. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 f- , . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . {� , . ' � Step 2: Roof Attachment � � � ' �' Flashed L-Foot- For Compoistion Shingle . . . . . . . . . . . . . . . . . . . . . . . . 6 C � • , , . ` - � � ' � � Standoff Post- For All Roofing Types . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 g . Standoff Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Universal Tile Roof Hook . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Flat Tile Roof Hook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Hanger Bolt- For All Roofing Types . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Metal Roof Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 � Corrugated Roof Block- For Corrugated Metal . . . . . . . . . . . . . . . . . . . 20 Tilt Mount 5°-15° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 � Tilt Mount 10°-45°. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Seam Clamp- For Standing Metal Seam . . . . . . . . . . . . . . . . . . . . . . . . . 26 Step 3: Leveling Rails � installing and Leveling Rails . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Step 4: Attaching Modules � Attaching Modules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 Step 5: Select Any Racking Accessories � Edge Screen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 Wire Management. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 Micro inverter Attachment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 Rail Cutting Tool and End Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 � �, System Ground System Ground . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 High Tilt Tool High TiltTool. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 ��� �� �O F�rst �alcvla t�figte�' � a SnapNr�ck�� �he Spans a��� �YS�@►1� Manual. Deter pan �a���latio penetration �o �rray K�itch� the w��Site �ond t1p ble on th� b c� fher� �S s • �andition. Fi a Saeed, 9enera� �his s + • _ � nd appropria and 5now�p building �e1 • _ � 1�c7,� te railspan fr 9ht; ���I� ad or topog�.aphical Bu�id; �x�r�l�'e °m tab��. n9 He�ght •� • . Array P�t�� _ , 2012 --- p "• ' ••' s /BC Wind S '3p ft • � , ` -•� . ., �no�, � '`---.�ed )6� -. , ' • a oad • . . Topo. Cand"�---,_` 120 tr�K>h • e. . , � • ,• . Rail Span 8 �bslft2 -. . ..- , Raii S ' • . _ pan None . �° ed9% n 24„Spacin of 1p4„ ' . ., ' • - «. g Yp - � • • e Edge zone�rner r�ductior,S a g6•, �8 ft � • • . �_ a _ , i .e-_ • Span pp�y Y� ) � eo •s Q-3� tner Z�ne s�an �2 S' Sndd�'d ��ii � ,. '' ' • ' ' • '.. � � ' Root'qeigl�r �6 ft� • , i • . « 24" (� ft} � ° .. Tabie IA: �ur� Rail SPans(inJ for Roof SloPes and Tiit qn fio 115 r �lesp°to29, p y' �s.s �6.� j2o i�s i3o ��'nd Coad 60S3q/ioy sa , s C 0� -�0.7 ,77.7 1 0.0 27.g 713 140 /45 �� tla -l17 33 y. ISO � t� 3 !la ,Ii� !� '�I.S -Ia.9 t6.! -�731 16.9 28.5 30 T f60 170 180 � 2p �S fm u,a v; 9j -t&.6 -I99 32.8 37.0 �90 0 3� � sy .�r,_ _r,� �z� �,� Q_ s; �; S -?I.� _.2.t 4/.S -06„? `'—=-� � r, ° -u.s .� ,� 3! � JS �S 4� Ru �_5_'v --�-_�: Rn --�— 75 �� 28.6 -3t9 >. S^ _ 6£ � S� 39 � � � � �: � l; ��r -, '` ,n �, "�- r,= 60 60 66 �� ' - ' �t: C7 46 ig 60 60 � 66 nn � '- _ "u h; n2 70 $a 51 SS SS SS 60 � 68 �h M, T' :�Yi -_ R1� S1 SS �+D M � n� ;k fi� 3q JA R� f� S1 Sr 59 SS 5� � t�0 Ml M1', ry� CJ_�Qnsuft �4 sR aF „ 51 SI SS ss- » M� ntr Stru�tura� JR tF � SI Sl S� `, En9ineeY .� ,� � s, , ;,` � � �, �.. �\(N0��-�k FRHAN� j pF�7pDULE CEN�N�o ° .. � ' RAIL gpAN_____________� s� • • . e j � � � � • -. �� •-- � - � � . . � . �� '�o•'� - � s (NpT Ali.END p� � '• + . � � + . �, ' • ,R . T�FXCE ERHANG �/ . -. ... � ACCEpi'AB��RAIL SpAN) __...,--."''_,. .,� ' • . • "' . � '* •� '_ � �o � . y - P .. �"1"�` ,,.1" _ � �' `e• ���-�" �. Y �'�'�R^"''r"^^�'.��G-�.^`-� y .,,�w'%'�^`""-'-�r,'�,�„�,.�. _ �F �',-'��,`--- :�,�^;-�"`,:. --r•, . -; -�—'—s=���'-r y•�:=,.* ,r. �;�,r�� �,,,.�," `` '".w �. ' . .�'..�.^k%` y .i.'..� ��'s%% �d#t,:r`r.,.,-,fix' ..,rY `.�? w`� �#� ...,..;.,s?` .�'. .. �- �� .tY�,.-� F�d"'-�-.� � �J.✓. - �:�.'�-'-"a'w�'ar ...^-::-�'�"�• �^ :s- �;`•.'' -t?^'"�,:,� ;i'.,e:,�` '.:w'+� �7. �V x��"�"�� ' �^ �-� -��,..--'`r;-,:,%�. s���:= '' � �F=:�'�. g,.,, � =���,.K ."-�;.�����:.... �. ':��'�:-,� ,,�;.,�� �.� ;.-=1�.:;:�:..,...�/, ��' - �•�� _.,���.,,, ., '=�rs�� , _"�r+ a.s�`� 1?�,�,��.-;"�4�., 3f„s �3�T .. I. -.,. �'�'� 'F�j s� .'�, t''�''� �;�: _'`_ ` ���i`I.``�T'\,V ����`'T 'j� ♦ t - :J, � , Survey the Site _ � • Measure the roof surfaces and develop an accurate drawing, including 0 � , any obstacles such as chimneys and roof vents. � �� °�� th lans match the final � , • If plans are available, check to make sure that e p sJ � structure. �O//�k{��.��:'i�±I�,��� I /+�����. ,: �� � � � • Review the shading pattern across the roof surface from the residence itself, � Or,�.,;, .V,,�; �-., �; ,� from adjacent structures, and from other nearby features such as trees. �,;`��r.=/J�� "; ��� • Identify any roof access areas or keep-out areas as required by the local �� . ! � ,r,f.:'�Vi. . , � �� �, '� ', � jurisdiction. �,� � ' ` • Confirm roof construction, t e, and condition. ; �'.:,�.� , �, Yp `��, -� • Assess roof rafter size, material, and spacing to confirm that the structure is "�!,�� ` ^ � � sound and can support the additional load of the array. � • ^ � � • Identify any construction anomalies that may complicate the process of � ��� , locating rafters from the roof surface. ` �����.� " • If you find structural problems such as termite damage or cracked rafters ��,,�t,;� ., , that may compromise the structure's integrity, consult a structural engineer. E' f , �� ' , , � � , � , � , �. � , � ,. � , � � .. � . . ,. � , ° .. ` � � MODULE WIDTH r , , �,,��.'„ . I i , . - , , � —� MODULE LENGTH �1.. � . . , � � � PORTRA T MODE LANDSC PE MODE � �, .,. � , �, _ ,. ''j .,' , .' , �.,. ,. . � . � - , , Develop a Layout f � ' ' Using the information collected in the site survey and from the span tables, complete a a. . �� - , system layout showing array location and distances from key roof features. Include '. � -. any information necessary for the permitting process. �' , =, , , .. . � T icall p g p � � � � � _- � �� ,� • yp� y, PV modules are installed in ortrait mode, with the lon side of the � � • module running up the roof slope and the rails running horizontally across the roof � � � ` , � � S perpendicular to the roof rafters, which commonly run down slope. t � . � � � ; . , . . � . � �.. _ z... ,., . . , , , , . ,, , . - ----- ---- --- --- --- ---- -- � � �. o- � ... �,;:- :`. � ., '„I --�� -b - �. � :6.�• 4.e �d -- -- ---- ---e ---- --e— � '" � -- --- — — — 4 � ' , , , • � — — ----- --- -- ---- a � . �• ., � � l"�- �Z t ' ,. � ;, �. _ ____ ___ __ ___ � ����_ _ _ ..i " �^ ' -' � , � J , �5 � � 1 f i.„ .��e {$ ' � J __ . .� ,i � ,i 1 ✓ _�__ __ _6__ _ r _ _ • , 1) �6,• e-- ----- --o- =---- —o-- --e— —� : e .• - , �} AR-02 ---- ----a ---- ----- o--- ----- i � � I—,- r,. I— . ' : '� A R-01 4 ���._._..�;�>,,�';��:__'.`�:.� Arrays �an aisa mo�S�the r entebe �nstalled in acro d so that their ia�ds�ape mod mode;S tYpi�ca�ahd the rails rUna�9 ed9e runs�, with the constrU� Y used in up the raof horizontali o • �Gross theed f�th strUctura/�le �'here th� �.Q siope. lands a . uildrn rO n K�e • gs for � b�'t�a� also menfis runni °f has bee • . �anvenient/ a �arietY of r� b� used on Sta g hOYjzontall Spd�� for th�Yout. asons inciu nd`�rd resi y � - . are � modu/�h�n lay�n9 out the ,ng to F aential . .� ' - nstailed be�.w cla acilitat�a • . of spa�� b�tw��h�e� mod pe�n th� rai/s r oabe sure to ��a�e • � �• • , i •• �� • he rnodules. `� r°�'and r� �� rnid cldmps � .'� � eXden�ab/e end clar� quire 4.5 inch -� . � ' • . , �_ past pS re ' •• .. Univ�Ysal the end of the mo �'51n�hes of e - � � � using the End U�amp� the r dule fram� xtra raif to ' ' • . _ . ^. ail tt�n ail is firSt�ut flusth to theh� •` - • • . w 9' tool. .. hen instailin � ' ' � Spacing 9►7tUltip�� mOdUle � �. . w�, "• . Submit a 9ap of 7/8��shou�d b� us a�uies, a rp�nl� pro rray pians to etW o Um een r ws. ��ed with ���al rt�ittin the pro. the roflf� per lect hav aYout only yvhg�urisd��tio iurisdiction. �been granted b n a'�a Transfer Y the auth�t ha��or the arra tng �'O raYon to mark Y IaYoU� the roof �O�ate tf�e esti �h� �ns'de and o usin9 a ro arraY area with mated ra fte� utsid� �orners o f mark�n9 Tr�nS f�r r a �OQf mark�g�a�yon and rr�ark t the aY. arr notin h�m �n the 9 that at ad �stirr�ated rafls dnd chrn�nts attac(� ►'afters, �a will be � mer�t/o�atto mo n�t overhang maunt.rails su�h that d at inte SS �O the roof dute lepgth. t�n9 rails b �►o ections of Y more fih Ule firame ends pr�1e�t �hf an 2�� of total °�'matic�� ��Ctic�ns euiidinq Nei9ht Roof P�tch Wind Spee� SnOw laad "..'�,'..."'—� Topa.Coryd Max Rail Span Roop gtr�cture --�"'_,!__"�-.... TYpe_"'�--. Roff gtructure Si2e Roof Str�cture Span Roof Typ� „_ Stories fr �Cond;t�ph � °m the GroU�d �-�,,,---.,_,,,.� Roof -• Orientation �` •' • I -• `• + � -s • � • • � •• • � � � • � • • �r�_, � �x', rh�,;`�`M5`�� . ��'� . f1`� �J �� � R�quired Toots: �-'� � ,a �� ��� Hammer �r Stud Finder � Roof Marking Crayon . ,�d�i., ,.,,,.:� .r,,z Dimensioned � : � ; - �� Drill with 1/$ inch Pilot Drill Bit � J'�;r;'�.;, � Roof Sealant L-FfaOt ;� , �*"'�r�:���: � �' •<<� Torque Driver with Bit Adapter �`��� -� 1/2 inch Sacket Wrench :�'i`` /pt l '� i i�2 � ' , ��j;ii/�,{`�1� . ,. �''� ���`:�.",,.;��', "` Materials Inciuded in Series 100 L-Foot Kit: �V�'`"�'�``n'.,,,.�'.. �� � �b (�)SnapNrack Flashed Base ' "''����"��� �'�"'`"' #� (1) SnapNrack Composition Flashing . �. ,``��;��:�:'��,�-`" � p (1) SnapNrack L Foat, Composition 92° ■..i�, , p {1) 5116in�18 SS Flange Nex Nut 3' 92' ��" A�� , Q (1) 5/16in Flange Bolt 4 �, � p (1) SnapNrack Bonding Channel Nut, 5/16in - 18 }.: Q�i�•. .. . � kj„ "`��� � , � - � ' Other Materials Required: �',. f�^ ��,� ` , . � 1-3/4"^^-� �r ` �°� Q (1) 5/16 in Lag Screw ��. � x,; . , ,, :�n' `' � Ua (i) 5j16 in Washer � ' ' ,'4�; p . � C! E. � � � ' '' � .t�r'� .�5,'. k.�y� O ��� '��. �;>.' ,t� When To Use: O � Composite Shingle Roofs �....... GO ,� Technical L-Fao$ Data: Material . . - �= 6004 Serie`s.Heat Treated Alu�rriinum ' Fini�h C«lass 2 Anodized F-inish C«lear and Black Finish A�railab[e Weight�. ' � : . . �, 0.16 LBS, ,^ . . . .. . ��,� �`i' Design Upiift Load 200 LBS Uplift ,. . r _ . Desi�n°'Ultimate� L'aad �� ��1:Q.40 LBS U'plift . �` ' . . - . . �t, D�mensioned Assembly � � �� � � �� � ti �" f--�—4°---...—' I ��� 6 ` - • . seri . . es �p0 U� �.-: �� F�ashea `y�oQ� `�4 �' r�� _ �+ J� � �� �� ) t4c� � ,S ~�� � ,,�.:;� ' the d te �e�a ep ltI StPt�Ctl ` k �' .�:""_ ��= Unde eckin9 of the r�ndeYn�ath �n� -_�'_`=� �� ' neath the eav�s p�'Y taoking --� � ��� 2) DrtU a � r�n�the attic. rooFin pi♦ot hole tl�r '� e�s g material r °uPu bhe . _ � into drsoh�t the lag�bpl�waft�r to r r ' • . . hole��S not far���� Q fi��e Il�er.p�ated �,,, ou raft lf tf�� ��medlately witn roofinc�s �'ilot � ' ' 3)ApK�{y roofin ��lanfi '� '� th� batta g Sea/ .. ;�� _r _ ��� directly on of the ba ehand :� �.. '� /"-'^�- � '�,,.� ens o tlie ``�S ` �,��h� ti � F � ure a Water t�gh��ait to � �` - x '�, ;� .�.,, �`�"'"� ��:` ;� a�Attach the _fi eal. � �� �.�� � ��11F,.,�ag �olt ��t�ase wi th �, i - . r�.�- � �nto he�nt°f 2 za lam�n�mUm ��� r,�.^#' ,,�..� to Se� after. Ti `�Shank ::�;� � with a ha ghten Lag boit � 5) Sli nd wren�h. r de the fla the ro�,,o p shi Shing under ab��� the instal�//�S' directlyeath � �a h'ng with tup the hole nd bas�, • • S�. lt rna �e �hr�ads the fti Up shin�les wbe he�essary torh� h a br- ke pr .� ?,`.��� Y �° Atta ea ar, y f ��"�; 6) � h r b ,...�' ':;r; �t '• ,�� ',�°``` portio� h t � C.-foot � f �• to the thr ad ����' � 1 � �1emahe flashi bgse that is � �d �� ` f A 'y ' `i'�`r� IJ � �_.� tO �0 �16e �O/t ov rthe t�9htenYudrng ��:,.� �, be attached��S' The �-fpopead,� ahY ori� �an , , � . � n atio h n `h , . .�:.�„''��:.� , , Netes �'; 'A1 ter +� .'"�" in V� nativ� 9(} � --�e -SnapNr 3 Listing ded ��� 2�p �oat ir�clu . �� _..�. onl ack en � ,,.� an�be GS�d W�hneered sYste "� -_�;. . --- t,� ma h�rd�„are. sn�l�Nra�k o$SnoUra • ' Y vo�d t AnY aiterr�a mpone '��'' -' z cal he warr te a nts �. k, 1 � '� '�����: �ulations cou(d be��o�d str ptU a�t��n ..,. _. > .• . _ .. �,�����..���, �� � ��� �arnih rnv���d. M, � . , , - , rf . g ` -���.�,',�. � - `���, `�`� �� Yo und, �mm�ae rs drilled a� � �-�,� , ofrn atel a a raf �f x, ,, �'•'�,�a;,��t�� ��'-+w > vj ��������4.kiF��� ,� .; - (�� 9 sealan� t� y Seat pilot fQY js nO� i�Y ��t-V . . s� �� -.y 4,�,"�'� e F�` A i. :� .r"�`"'*',o,�r`��-!�'^ _A� �O�OV��-f� ���icl,,ya.t� haae with ¢. '�,{ � r �� � �.b wa �ht r '� �° ~ ,������������'..��, `� �."��� �na S��ty 9ea fa!!pYo}��td�ar�, rnage. �'- '� r'4�. ,;.;:�,i?�'�'?.r. -�„�,. .�V t` �•� 3� r n E� �. �'' � i�'#� `4 ; � .+j1 ,�,?*�,'� d�:.'�,Y ',.J '. es -�- _ � r��.r: , - _Snapgt? 1"OO�S ..� . `*, ,, �: . : t��y�f���;•'af"�4 to he� +'ack h�s a ` . „ . ,.��..�� be � confiJUre Su�te of c/esi 3 � . �' �, an accurdte yOur �n toa/s '" visit US pV�nst'alla at: �,�, ana fast instail. t�°n to �'vSnapNr��k.corr7 Pl�a�e :rrr,-?s,-•-- ,----� ��. r:�.'��..... `._-..._. „ {"L',.'�(' , ' i ,� . � � ' Re uired Tools: � ;'� q When To Use: +� ,Q Hammer or Stud Finder Concrete or Clay Tile Roofs � �, a Roof Marking Crayon ,' ` f�, ,, .�..,,: Drill with 1/8 inch Pilot Drill Bit O . � �'`"�,. ,�•- °��� Roof Sealant ,�� "'�� �:; Torque Driver with Bit Adapter � o '�O � '0�,, . � Channel Locks �.,: ;t<�.,O `' � 1/2 inch Socket Wrench �� �C i'y., n �, �. _ o �,;, ��;,:�r��„� � � Materials Included In Series 10O Standoff Kit: � ;�;h�`��. �' �"���"``;N= , ° p (1) SnapNrack Standoff Base - �,, ; �'�:,�� _ � (1) SnapNrack Standoff Shaft f ���'�` � (1) SnapNrack Rubber Rain Collar �"�A� "'Y'" ' "' 0 (1) SnapNrack Standoff Clamp �� 0 (1) 5/16in SS Split Lock Washer 0 � , , O (1) 5/16in - 18 X 2in SS HCS Bolt OO � . � O (1) SnapNrack Bonding Channel Nut, 5/16in - 18 , ��.' . �-��� ' � � Other Materials Required: � �� ,. ;,,;,�.�, ,. ', ,,,,.s�.,`:;,:,;;,.,;' OO (1) 5/16in Lag Screw �O � ' - OO (1) 5/16in Washer � � . (1) Roof Cone Flashing ,� , ,. ��� - , ; � Technical Standoff Shaft Data: E ,, 'Mate,rial _ �� , � 6000 Series'Meat � c • • ' � � "� Tr`eated�Alwminum. , �, . . � � ' ' . All Standoff shafts � � . , � F-inish Mill are mill finished � � � , Weig;hf ,' �, ° � .5.5" Shaft,=.0':4 LBS:��' - � , .� '� � , - 7" Shaft = 0.5 LBS� � . , ¢, � _ � � �,;�- :� :, � `�8:5";Shaft =".Q;6,,LBS,. " �� D.es�i,gn Up;li�f,t Lo.a,d 200 LBS Uplift �� �, , � . y ; ',;T�" ,�,�,. Desigri:Ultimate';L'oad� � 160�O�LBS U'pl�ift�!_ , � �!>� � � r�'����' � ' �, � � - Dimensioned Assembly Dimensioned Shaft � � :'�,: - � , �� i-iR• �.� �' "A� . , ( - , 1'�`%�F�� , :,1 �1� � �(Y,, , '�/��'.;�71�'.��.4: '\..•, .� '�j �.t�� i( � � l) ll � ` � ., � 5/16"-18 . 1-1/2• f' ' . . � — � .. 3 �. '.✓. - i„ .F -� . i � � " 10" 7-1/2• � 8-1/2" . r, .. �� �;� 7n , .c, ,, � � � „ ,I 5-1/�" M', ' ' , - 1 � ,.� � � � ,. � I, . , , u2. , `,, ,• 1' ,�.i ., � �3-1/2' �� ���J�� ", �'��y�'f;'' ( . H t ,.���..A.i.w�S.:.`N....1�:...1'i,i.:..L:.n�� . . . . �y r"�."• � . ' • . . Ser�es } aoo �� �.,�l�'P� .'' !�r � �--� . S*d.n d p �s�`"��u�,�3.� :t ---^i�!►• '+ 1-�^, " •+�_ t O�� `�' {.�"'} 1PS�,y'l 4� � X/�W� � �`� Fy� � L �� iI � �� � ' � � t��+b .., � '� � �o� ylS�ep !n �� �. ''�� "` �"' �f ,;,�,� ,_..,, �� penepratro rp�'�tile �,�S�'t'(�Ctlpn �� � � ere the S � � � . .y, ti�e rafter�n�itl be installe -�---�..;� Pl�, X �:�' �f the ro e�"neath t d' ���ate � =�r� �aVe, in ta�bY locatrn h� de�king �,v_�`��,,'�,� '` fhe rao�S�e���te�°thba ta�p n.th� _`--�=�� 2) Drill hdmmer, � ` - �ater� � pil ot hole � � the ta9 bait wi��1 a terp ogh t�e rQoFing � • portio be� ensur� � : 1�;� noC founaf fhe rafter.��ated into d S��at � ; �,.'�. , t , �m!nediatel»en sedl the the rafter�S°!id 'm'�`' Y with n pi(at hole .� ���'� ����.. ` � �,:; '""," '� `� 3)Appl r r°ofi g Sealant. y o �. 't�'�r� .��� f,..-. �af the base an+a�sealant to th Fk ` � g �olt ta direct! �bntto . ,� �,. � .,.�,..-h.� ._.� �x���. � M� �� c�:,. lagtb�tthe Standoff wd eo t�hthse � �,� '�,-' �e�*�°• ;�. �� � a a �a I ba e h a al. 4� � .; � , rt s `;,� � �. ;, 2 /' t �s m nirt�� wit 5/1 �° ` ? � . : �M, $ ,�r �dg boit to S��irito th�r embedmen 6» �;:: �, afZer. Qf � .:� ,� e f usih� a han wren�.�t� �_`_,�, �� 4)S�t th � d ` . � �---�`..�,� dir��tfy a nde�agh�sliding the .�. ti?e hole �bove the ins all r��of t�les Y`��t. ,- . , � the threaaea e fiashing dr�r�b�se, with - Rortion Qf ectiY a{�oV� . � � ' S}qttach t the �ase. '��,����'� dot� �,�,x ..-- --�. � slidin he si�an ������ �� :;t �� ��y`.. � �tasf�ir�g���hd°�'�h the holeaft bY , . , .-- � `} , �yt . ��� �, the ad t�ghten�� �n the thre ��� ,�"',� ' "+ � �:� bas�snug yv th cha f�g f°m ihe � `� �.�1 �K . � ' �) C� nnel locks. ,.�. �',;�'.� :�-` � �"� , �`y flash�n th� ti/e to �ft ,. �� ' ,..� .��, �, l� . the �, replace f� arOUnd the e1-�.�.`.�,.,-��."� A�z, ; ,i L �}L� c� � rUb�eaY�off�lamp btil�, then atta � -;;���. ' s a�h �oliar o� Y tirst slid�n �h � _ .s-� .' boitf yvasn Yhe star�aaff c(atstandoff he I�,�, N dnd�hannel n tp with , � o#es � . - Snat�Nracic e �� � ' .:.: �n�y�� use �gineeY�d "'`t�.' �nd t�at.aW � with Sr�a SYsterr�s S�o �!t�►� ��-� �'�- ma�`�oid �ar�. AnY alterv��ck corhpon��t �'"' "�... �x: - __ , r �alcU�ations�uad ant �'ate a�plica�ioh s °� y '"`,�: Y ahcl � :_� �, �l�/a�.��n� �'�'�am� ir�vall��tral h -: a pilot hole is ,':��'''�'� F°und, irn+�e drilled� , �� c ��. ,i �� . roofinJ sealad,atety S�al na a r"after is �,� �`'� ��,,, : . � - po �at nt to a�,�� l�ilot i�o1e w. not ��-:�r �.,��;x ,/ ,. over tr d�'ater ith ;s � � �,t;x :,��;r „ -AlwaYs �,,i �hten har a�ma ���,� � w° , S; an�saf�ty ear fall protectd�ar� ge. ,,:( �ear � ��a�gn Tpals pNra�k to help �anfi has d Suite of �e �n a��Ur gure Your p ,des�gn too a V l v' • s t i ► e . s�t Us at�: wvv�,ys apN a�c�o��plea r�to "?;�:py':v'�' _ ..:T'^-"�-1 j�,',. _} :., �;" ,. . _ � ,�!'�'�AI = Materials Included in Series 100 Standoff Kit �'"" Standard Standoff Base �:= ��� �� ;O � ,, � CSteel Structural Member): . . � �� � '�t �� ;�� O (1) SnapNrack Standoff Base ���' � � ==� ., ,��� ; ,,•.0,, � � Q (1) SnapNrack Standoff Shaft ��:.__ ��.�p __ "�� {' (1) Sna Nrack Rubber Rain Collar � ~; ,.., ''O� ,�,1 O (1) SnapNrack Standoff Clamp - , _ �t, f:' �-�'���^;��� �" 0 (1) 5/16in SS Split Lock Washer • � � - ° - ���, <�$��';i�'� , _ ,' � O (1) 5/16in - 18 X 2in SS HCS Bolt r:� � ' �`,� _ �,����.•, O (1) SnapNrack Bonding Channel Nut, 5/16in - 18 ��,-�';, � '';'Zf.'`� �.,: � O � ' _��}�`• ;;�� ' Other Materials Required: ,;.,;; ��.� ���.�.� . . ° � ■� � �O (1)1/4in Tek Screw � � ' o :�''� (1) Roof Cone Flashing When To Use: � ," Steel Structural p �t' , � • Member Configurations , �' , � � _ � � � ' �� ,: ,._ , , . �, , ., `, � � � „, ,.. Z 0 � . . . O i ,. ,., n,',;;, :; � �O . , ,.. . ; o , , .��' . �� . �, � � = Materials In�luded In Series 100 Four Hole Base _ � �� � �, , � -, . � � Four Hole Standoff Kit: ��jj��r _- �T. r�;��-.� � ' , 1 sn = _ :�'���� _ . , , .,� p ( ) apNrack Four Hole Standoff Base �� . - � � �:, � � � 0 (1) SnapNrack Standoff Shaft ���' • • ^ . p (1) SnapNrack Rubber Rain Collar ' � p � " - �;�,i�� . Q (1) SnapNrack Standoff Clamp � 0 '� Q (1) 5/16m SS Split Lock Washer Q � o � f �� ' ', - ".' ' p (1) 5/16in - 18 X 2in SS HCS Bolt � = ��; � - � O (1) SnapNrack Bonding Channel Nut, 5/16in - 18 �' � tf � ,, . . ; Other Materials Required: o �:, , , . . � � " ' . iQ (4)Wood Screws 1/4" , , :��� - pz (1) Roof Cone Flashing =�,;�,� ,,, When T � - - �x „ o Use: ` . � „ � TJI Jolsts � �. , - ' � ' ,,.J � :, �., ; _,-".. � �- O ,.. -.;,,: `'• �, ,'� ;�� '� O � � ' . , , . o . . � .. , � o , . o �� ,. ( ' , ,, Q ��` .,�.. ��;;�;W`�,s';,..,�" 1 O '.at,�.,� ._.�.+u.:?it � O V�- Series �Q �.p�ions �or , , 5�'�nd� 1n�structions � : . by_S�e� S�'�p" staiia��On . :- • ^ �� puriin�n C��on eX���iy . • Z the instru �off . 1�Fo11o� aE�Nra�k Stan the tek � � •• '� �. as the S� �ubstitu��ri9 • � ,� � � •� � , p tratio�h� 16" Ia:J b°it. Y i ,. - . ••' `- • S�er w for 5/ ,�$�Cu�tjQn� F°r . e 4. :• . � •� ' :• Ste�':bY'��1nSta�ta'�iony aS tne 5 . ' - • • Faur N°e�nstruceio��off penetra�jO��5� 6 •• �� a �. 1) �ollow e��lar Sta �hh foUr h�1e bol�.. 7 + ; . � Spap�ra��r or 5j��, �a9 , � _ , the�a5e f t. 5 �1 Q� a�11�;�Wood screWs for �5 ��r ' -'' ' `6 ��'��' .Step instru�t�O o .,; • ' ,.• tep-bY �,�ila���n � �� �,�> 3 5 ,�avY Qut QamspOfin9�bOve • � aVe �. '•• . H eea ter t hbe►nstailed°n� �'' th a rirack heavy d��ty ACtach t�e��' � tty �o bolts.p�sed � star�doff bas(a���16>� �ag �-.� rafter using Np ��ando�� �- •1�,�� 2 in th�SnapN cha nel locks� �, 3)Screw e snUg`!atith �a C�e bas � foarm r°aF�p`� � L •; 4) R W as��thoved.. � rer� �h�con� . � �.hat sliding �y � the standoff Qs�d Stando� an � 5)Flash e e�t� brgne aroUnd � ftash�n��ver�Yubber �1em �sea • heat we�d the Water tigh. t � � th�e flashi�����°Y � � �.► taeh rem�inin9�'ak standoff�� �'"'�'`'�, 6) A� dard Sna4�Nra� \"�►� th�5��� stems shout.d 1`1t�'��S eng��eered sY Gk�amponents _SnapNra�k ith SnapNra app��catior! , � .'�" only�'e used� Ariy �Itea��struct��r.a1 .�._. �' . ,s +��� a�a va d the�Uld be�otne in�alid• ,�- vz�':� '�'.�' � calculat_tons ca d a rafter��s�' ot y,,,, • , .WarYij,t'tg is.drilled anlot ho�e`rr'ith , Y � ` `�f a pi�at hole seal wateY �am��� * mediatel avoid � � , �ound,.lrri hard ,, y, ,- roof�ny�oa,eC tighten ctlonre. � po�,ot ear fa11 pYote ., - ��`ntay$W ear• : '� , ... and safiety J O`5 desi�n tools �g5{,�n��as a swtt p�►nstaVla�io5e° ,: � -Snat� �on ig�are y�ur �nsta11. Plea ta he�P te ar�d fas �k.com t be an aC�Uww,N;SnapNra. vis��us��. ,��`'''#r�'S'. __.''.'- . '�._...,.� . '�'���'," .tr r, ' �! . �� �J� _ , � Required Tools: � �� '� , � Hammer or Stud Finder ` ' "�''�� Roof Marking Crayon When To Use: ��� � ` �� �� �'�`� Drill with 1/8 inch Pilot Drill Bit Flat, Wave and S Style O��'�� Concrete Tile Roofs �;,,,, .�� Roof Sealant � ' '�''�^�O ��'' 1 Torque Driver with Bit Adapter � ����i .'!�� �• ' 1 � 1/2 inch Socket Wrench ��Y��{!!!�;?';jQ�;, Flat Pry Bar „y,; � , � �����`s'�`'�� Materials Included In Universal Tile Roof Hook: �..�,�,�,;':�.«,� �` �"' "� ' '� O (1) SnapNrack Universal Tile Roof Hook Base �;.' ����'�,'"'3 ' , .�� 0 (1) Snap Nrack Universal Tile Roof Hook Arm � (= ■�'.:'`�"`� . p C2) 5/16in Flange Bolt � ,� � O (2) SnapNrack Bonding Channel Nut, 5/16in - 18 0 � � .� ,F- � � 0 �r,,; � �,. , � �/� , Other Materials Required: Vt' '�.� � . ' OO (2) 5/16in Lag Screw Q f�`�'' ��� � �.�� ` z0 (2) 5/16 Washer � !� � „ � , t ; OO Roof Felt of Flexible Flashing (when �. .,,. . „ � �� -� �'.-� ' �'� required for deck-level flashing) �, .. ; � �` , .,' ', � , �: ' , � � ' ��; � �;; � . ��:; �- �. �... ,. . . , O �. � Technical Universal Tile Roof Hook Data: �,' ',* ' ' � , -Material ` � 6000 Series^Meat,Treated Aluminum Base �. . �;�'� , 4 ` ;304�Stainless,�Steel�.Arm� ����� ,�,; � � ' '' " Finish Mill Finish Base ' Bare Met•al Arm �1' , , , ',Wei.g:ht�� � ` - � ,�.2,.Ibs . � � - ' ,�.,.- ,_ „r � � , Desi,an Uali�fi Loa.d 175 Ibs ��. � , ,;,.� •' � � � ,. �;Desi,g.n,Ultimate Load ' � `,650 �Ibs . ' ` � ` .' ' ,: t �',f. �;-. ,�;�i��, ':``., `�'S:, ,. '` - � � . Dimensioned Assembly: �. ,- . , ,., -- , � � � 8B ,� ., .�� �� �� � � ,. .. ; , � . � '. i . � . � , � �� � � �' ' ., , .. , , ��. . ;� � . �, � . . � �: . . �. .. ���� °°� i��:, " .,t„t,� '';fi'.I+..,,�Y �2 w�_..+.i� „� '),�y��� p U e �oo,� Nook Ser1es �Q T�1 Un�vers�� instr��'��0�`s ��yy$�ej� pve Yqof tile � - ��gp baY��Yem �nstalled. ' • � 1)use phe b,a5e wiN derneath t��. aer v�ther� th�rafter Un�. �o�atin9 Uri � , �oca�e the roof y tapp�ng. l 4 ae�k�n9�afp the att,th aY ba�'e�r. a ��.. , �..� .� �� th�e�of su.rface�? So � . �he.raftee ,. �-r �. ,fu `� n the base �a� the�aileY of '�. ����, � � ' �, 2) R � eriter �he ' ond , .�,, t�e hook can eX�end�ey ilot '� .- .ti , tile and nOt prill two C� .•''�� ''�,y , a afi the.laase. �h�rafter.IP 1� edg� the��'n�er of en Sea1�he �1� h�eeY�eY 15 n�edia e�t`Ntth seala�t• pilot t�o1e�►�rn th�bottom ofing S�alan�onto.ea�h ,.. 3}ApPi`l r° d direcfi.l`1 with�.`N°: • • • of tMe bas Rtta�h�he ba shers at a � . • • ' lag scre`N•screWs w�th nk�mbedmen� 5I16 �a� 2,��t� ta�Sha the lag screw um hten rr'iri��e ra�fier.Ti� �Wrench. � -,y� �o°e.at�sin� a ha� e arm�nt� � ' e toP end of th ;� � -{�. e base.T�e � � ;,�j . �� • ,°; 4)�nser�ve at th�toptn�h b�$e Un � � -,� ''�- :.�� �, the gYQ- oVe freely ed. Position �. 'rr , t�"�`} ,: ; �he C a1 Qver the vagey °taow,e ,� n` � 1 1 � the.arm t�e�Ym hen tower �'��,� beloW, - o�G�n �he arrn y u 1oWer ir����he 0 , t u t � � . . 5� RS tt-�e channel n base v�+�tho u . • ' � ' ow�o�ng�he�h�nel ri+�t. � ' ' rem is aligned wit bolt hoak the , . • ' r-- 6}EnSure�o��he tile.�ight Sur���e * ���val(ey �el nU�and b� The arrn �",�". - '�fi�' '"�''� ►n the chan. to th�base. thQ base arm furly 5e ahY p�sit�on�n W tioc�tiori. �, ` ` �� will work iri �he`a�scre � �y''+r� A tnde'Pen�en�:of e Uired, . ���' � � ..�,,� is r q � :� �iexibte f[:ash�nJ ;.1 '1.��� aeck-Ieve1 Flashing , ; inte9Cate roOf feltu�dexlaY�'ent �ith th�exi5t�,��ook• and over �he an� ' "`' ._----=-�-''":.` e Yoof tiles Rail — • �� Rep���e th sta.ndard . - - •� - SnaP Nra�k . �hannel install �he a`�a�ok ae�'" • . - �. .^ , d'u��t�y�e Tile Ho . • ��� �' ° "`� �' � ��u���� �' ,.��. stems . sy_ ack �� � �,..✓, N�apNYack.eng�s�alled w�th Sna�Nr ,- „,� AnY alternate � '� -r , should onl�b�nd�ardwaYwaYranty, # �omponen �o�:d the Structural �`ay . and the e Ualid_ ��e,Ut,2�03�istcng� atians rr'ay nO�On`�er b �a�cu1. ��rr..:��A.,��.. �rr�•--•�. W..� - �i�jt:`.,i'�_��� . ..t , L,,��:,f.:J�� �' . _ t��� , 0 � Required Toois: t � ..� . . � .,, ;�,i,.� :;�,` ., Hammer or Stud Finder When To Use: � � Roof Marking Crayon � - Flat Concrete O,�R � � �� Drill with 1/8 inch Pilot Drill Bit Tile Roofs , ' ���;:�. ����:�'�„'� �' �:O � "� - * Roof Sealant �� _»� �� , �' e.� Torque Driver with Bit Adapter _ -• �s �'��v"'�� I` 1/2 inch Socket Wrench . . �: >l'����;',��Q;, ;:s�� ;-1� Flat Pry Bar ;:�:,�;���.:,: � ;,� • � ;,��y"o�`� � ���+ � Materials Included In Flat Tile Roof Hook: �� �' ���� O (1) SnapNrack Flat Tile Hook 0 I � '��'!�1`�. ' - �� p (1) 5/16in Flange Bolt o .:._ — , �` , � .� p (1) SnapNrack Bonding Channel Nut, 5/16in - 18 � ,�:, �... _ - � .,,, o ���/'� - Other Materials Required: �'I� .,r�,',,;.'' ., �O (2) 5/16in Lag Screw , , � ,.,� OO (2) 5/16 Washer � '' �s ' OO Roof Felt of Flexible Flashing (when � . �r required for deck-level flashing) . . � �� ' � „ , , o - , .. ., , o � ,„ � � � � Technical Flat Tile Roof Hook Data: �' � . . � � , � " � �d; � , � Mater:ial;� ", _ " 3.04�Stainless�Steel � , t., - r '. � Finish Bare Met�ad , � Weight: , ' .,._ .. , 1:.2 Ib's ''�; � � - ., ,�: ' „ � �' � D.esi,g,n Upli,f,t Lo.ad 175 Ibs t,' . ��" `;��` � ,'De'si n�'Ultimate '"oad� `.650•Ibs , � = ' '.��5`f�`` � ,��: -�, ';'. � , , �9, .x�= , � �,s:,.,:;;:�' `�„';:i'�;';; ,� , , , ., , ,. � , _ '�.�.:. �' . � ' - 4,; ;w,� ,, � . . ,.t,� , ,. � - , �.. , � ., Di - mensioned Flat Tile Roof Hook: �, ,`:�,. .,,.. .. , ,,,;: , ; . x: . . � ., �., - _ , d. . . ; - - ' � � .' � , a,e , , � � ., '. ,� 6 9 � �`' I, ., � �-};, . , . . ,¢9.y:;"t. � r � � , �r. , , , �:t�' . ' 71:� :�� O I � •, , ��, -� . ` \ Sy5 � �, .�,,,,. „ \\� �1, � � " ` ... Y; �,��._. _ - �..�' 14 10� UL Series o{ N,�ok F�at T��e R° ctio�'� � ���'kCu tile , _ S�ep'b b��ppremo�e r°�°nstalled. � � � '1)U5e pY� �ite HoQk`�'�i11 e�th�he _ � �" ,N�ere thee rafter under`o�attnJ U1�der �`�1�' �oca�e�of the raof by b tapP�n9 . . - � ;!., �eck�n� the att�c,�r � mer. � . .! � r � th ee4ve>S�rfa��`nrith a ham � ��� f of '�.,� � th th� �r ; �s. �,."�. �� � � �he Tile Hp°k�holes in �.� . # � �� k � 2�Ai�Jn rill twQ p�to f rhe rafter �. •�°�:� rafteC and of Ch�rafter..� ilot �. � -�i �enter i rhe 1� � r ,,� ���",�^:%'r . 1 �he u�d�heri sea Sealan�. is n°�fO.neaiatety With . � note��'t �n9$ealant to the��ttom Yoof ctly ont° ea�h 3� A�e Tile HpO�a the ba5e'`�'tith tw� .r �ith a of th p;ttach ,�ashers dm nt • � •- v�ti�.h � • �5/�6'c�a m�iJwla� 5 en�h ma��cre`r� ' ' � �� m�n��'h rafter..Tigh�Wre.n�h. � \ 4<.� , . �o�eat�sing a han uireat, � , , 15 req�he Tile ��� ��vel f1ashiri J oveY ;;. �.�.,, � �: 4�Sta�ea��X�bte flasRoaf Haok~ aeta 1s.. � 'J"� ��f r,�4�� ' =^,�; o �� �` �, H Ve�Flashing Secti.on for r�'c�Ye , � �� �,,� � M �e tiles and , �, � � � roof Rail ��, `! e th dard �,�" < o •.:'�: 5�.Repla� Nra�k Stan channel �� b� �� n r��� � � ' � : �,. ins�all �na�' av�aila e � —Y�! ut on.the H� arm� � ., directly ta��le o4c. �.,� e;t:;. n . . l• .' �.�''� stemS k �p�,�S �neered Sy Snat�Nra� .,� r' _SnaK�Nrack en� Stalled with alterna�e. n �.� i �.� : shoui ooen�band had h�r,�a ra uc�ural %/= comp may VO a�d the str app���a 27q3 Listin�, valid. �ne v� a na 1an�er be. � calculations rr' Y . a a rafter�S� ot �1j'art1111g is dYilled ��' ale�ith itot hol� Seal piio�� �,ge. - if a p , �cliately water �am found>�s'ealant.to aU°har�{Ware� yoofin� t� tite.n _ pQ not over fa11 protectian - Alwsys W�a�ar. and safety � C1 TQ��S af design to��e j')@Sig k has a suite s�em�°b , NKa� � �re y�`a,Y Pv s`! pl,ease -Sn�� �anf�9 �nstallation• to nelp and fas�- NraG�•�O�' an accurat?�ww.Snat� visit us"at. . � . �� � • ' ' Series ap .� ^ � � UL _ � Qlaf Tile Ro Ho , _ ptiona� 0 c�+ ok � � k ~�-'� t$.' .� �'`'%� � S�ep.by-Ste �eV�� F�ashin r; � �.�.. � fo Pa�par� the �n p �nStY(�Ct• g `�z�� ' � dry, d an��n. The�urf�ment Su��nS �5 � or forei � e S��uld be 9n rpa ter� of any dir, adhesi tf�at ma t dUst Tite Noo• C/ean the surface'�revent � ' • bristtes. �with a brush of ar°und the with corr�pa�ble�ary, �'ri me�iun�-stiff � � ' SpraY or�e the surf��� ' z� �'eel off th� paint pri�r�er. '�,,,�,.; .!�',�--�..._..,�,._ 9-in. square of bdekin� from a �` '--�- exible fta l �� ��"�`,-'; 3)q shing �� laterajpty flexibie f a , � Y ov F��shin ' t . ;�..,.,1 to the tile �r tile hook ag �entered , � �-�;4�� � F �-�,... . a � `� the ea S to the corne Ensu eabp�ed � �'� � ��,`�. , ' �:� t , ' � � t •� un�ertayrne f the Tile yo�etween ., : _� � ,. ,- . :.:___ +�, scre1,,,h�a nt as wetl as k a�d th� �_ 4 ds and tile hoak surf��e�a9 ) Press an � - . � - or air bub d Sn'Ooth a �ontact �les with a u�anY crease f `;,r�- • _ • • � 100% a f�f th� flashrn roller ta maXir S t`"�-_�_ ,"`�__ . the surface 9 adhesiv� to�12e -�. ``'-'�.rt"—„--w'`'�- ,.i �-.::r-- s) Peet off �nd Tile y�ok. .,_,_- the kir� � ' i. � - y/-.._.� : hy 73-in, strip abflexi(�� fr m a 4-in. .�,,�: ,- a � ' � S --: ; �::� � ---=.. �-t: 6)qppl � flasiiing `�„ ._ :;.,, . t� � , the to Y the strip wi ' ` -�. �� � b'u�h�np ana Side �d th 2-in. /aps , . _ Q" ,-,,,q,-__,, bieg�t��°ut ang�s asth�S�t ar� `" - and the ur� ween the str �S or air -�� , derlaYrpent sU pache f/ashinJ � �. i' `'`�--� . ��' '�---_ °, �If' ., � - . .�,��1 /tjcyte$ '""'" _" `"`- � �napNra k r ' '•-"`'--' underl � ��om t� - �'� - . „� ,` __."-.r adhesion s�nt SurfaCes or festin� �r; � , _.} ��,,,,, , , a prirner rs fO�nd �Q �e ���es�an. tf ' �,,:,�^' -t�' +--�.,,ti,, � "",-•.. `: �ptirr�at ad r��Qmrnendema�gjnal� th� '�:' , t�ashin hesion, �efer d to ensurA n ; � ���t�� clata fog�Y,muFacturer-'S t�° ftexrble , � p o�apNrack Yeco�ammen ations. � ` � i recto + ., �rap Prote �nds usin� . . Q S waterproo�ih cto Sea! �^- tia h�ng and/�asghe�,e�.�i��' - '----�._ . p material. � n � .,�. ` �� s � ;��,�:�-,;_-;.; ;,` , � I,,i:E� ' `,�''., `:. . � i.`��J � Required Tools: � ',m , - Hammer or Stud Finder � � . � .� Roof Marking Crayon `�' '� '`i�:."" ,;� Drill with 1/8 inch Pilot Drill Bit �� ,;O. -;Qi.,�� ' �, � Roof Sealant � � � �h�' Threaded Bit Adapter .. , k;., y ,,�,, �� �',`r'�'� 1/2 inch Socket Wrench - �; . � .,;. ��r�,��`��' :,.^^, -�, ' Torque Wrench �� �-r=���.-r�}::, ��, � ::$ ,� � .fi'��-��_� �� ►�j Materials Included In Series 100 Hanger �olt Kit: • ��� � 4�`�.!'tIC�`,` ��.,�'1 .�`���f;��v; �:;�`�'v�;� p (1) SnapNrack Hanger Bolt Clamp Front �I'� .'.�� . ' '�'���� � (1) SnapNrack Hanger Bolt Clamp Back �/ �� --`` �� � ; � (1) 5/16in SS Split Lock Washer :" �, O (1) 5/16in - 18 X lin SS HCS Bolt p (1) SnapNrack Bonding Channel Nut, �� �� � � 5/16 i n - 18 �: ��. , ' Other Materials Required: �,, �; ; ,'4 , � -�•�� O Cl) 3/8" Stainless Steel Hanger Bolt ., , 0 � � - Dimensioned �+ssembly o � � � 0 , i-i/z„ �: . . . � 0 ��_ ' „ ; , � 3�4� � 0 �`, .' . .. ,��;:'':'' , . '!, --I3/8�� I ��`�' When To Use: €� . • `t';'';`;' � Any Roof Style ( O 4�. � , �,; , � ; ., , � P�: � � � �, -��` - " � � ,. Dimensioned Hanger � � Bolt Clarn P . �� �I "-�, , . �',". � „ (I, . , . . R o.iss^ 1 � g�4��� �:; , .. . . i�> � , �.,( `�,_° ':,'i ' �;;,���I �.w . .,: , , . � � '� �, 8"�,P 1-1/2,� � ' ' �. ` ,,� .. �� � , � ���� R o.i�„ �` , . . ' ;`' � �, .. . ,,� � . , ; � Technical Hanger Bolt Clamp Data: .. ` , � Material.. �. ,- � �6000 Series'.Heat ,1 _ „ . . ', . �• � Treatecl Aluminum� �,. i}, , � 'r „� Color C«lass 2 Anodi�zed Finish �`�'�'r��� �`�'*' ' ' ; C«lear Finish A�vailable �, . „ �. � Weigh"t, :,�, ' �. , '„ 0.7�:LBS ' .. ` , , . �. r �• _ . ; _ � , . ,..,,�.,. . .�� ;-!:. ��'� . � , . , ' . , � " Design Uplift Load 200 LBS Uplift � � �� � � :Design Uftimate Lo.ad .� � 1�600�LBS Uplift � ' � • �; � �. - ��, .x��,,`� ;�Tn 4�,�,;t4`. �7 � ��.,.�.i�!`'��`a��'^`....._N•;''Iim�' '�i•' ,�� . s ' • ser1es . �`-- :�.. I-� ��� Ul, �-���...... ,.�� �__,` .�� ;'�—_.. . -'.� ange� gO�t . . � �{a« :1I%`����� 'I s,=�,.,,�` � ��- -�„r , _ }~=�-t� v�r Step,,,� � �, �-� �'�,I � � � f� � � �� � ��� � � the��ate �eSa�� lt�S�p�C . f�� _ ..:._ ._ : deckih9 of ter undernea �It71'�S _.._, . �� --- ..;a„ ;; M �"''--------�.__�� � '� � the roof. th - � - � 2).flrill d -`� materia! .pilot hoie the �d �nto th� thro g bo( r�fter to n the rpofrng So/id t wili be to ensure that portion o f �ated into ` tl�e a �s founa r rafter, + � � �mm diat�e! he �f the rafter �___ � ' • . . Y With oofi�he pilot hole _:..-��_ . � _ __ ��Appl ��sealat7t. � �'�`:�' �ry� � � ' the pilot ho! f1n9 sea/�t�t ;., .�..�:, �; , , . __..._, _ �a9 to �n� e and the h directly onr .+' � ��a:� ' _ , Ur� a yyater t� anger bo/t � �Xc ; � F . ¢)A:�cl� th 9ht sea/. � .. , - "` ' * ` threa �d bite h�nger bolt � w �mbed„�e adapter w�fth usin9 the N} , x : rafter. Tigfitenf�a�bog shank;n Q tm • 5) A ttach the t t o s ea t. h e �� hanger bolt asshanneJ nut of 6� T�e embiy into rai�he of th�gnt ttach the ha r_ . hanger !��the th eaq °It etamp b ,� � :,'.�r- ^___ j�sd �i�hten silv�eY�t t� the desia�ortioh Y � t `��,; - . � � ' and black hardw�d�'are to i0-i6�ght s.:�,��.- '���, � �•,. e to g_10 ft �b ft �: ,� �.�. � s. �� � � . ��� � �`� + } f, ; ��. � �w � �.�` ,` "�k� iS'�, �µ ..;.� *� � �sx. � .,� ,.�' �� -• �----_..'---�--,_�_ _ N�t�S �,..'''�--.`. . -Sr�apNr an�y be �isec(en�ineere�S �?` ' , ��I�II �a harqUvar�with SnapNr�ck ms ShOuld catc Vai�th� wa YY alterr�ate a°�npon�nts �--��„`'--_"" ulatio e ''—,�-',;.-- `, - ns �oulc/�fiY a�d Str pp�ication C�me���ali�ural �ffi�.�-�-^.._. � - - . � wa�'�'�►�► - if a pilot��e . t.�� f°und � �s dritte roofin�Q�adiately Sea(pila� rafteY is no� R 's� �� ��°not av�r�� �O a�oid waterhole with � a d'S�etv 9ea f���YQtea tao aredar'nage. �,v`'�'�j�,x. st�3•.'� '. �, n ''_ Ytl�,�F� .:. ! �esi _ snapgn�TpOls - f� heip confi has a su�te of �e a� a��uragure Your PV �aes�gn �Qois �isit us aZ; �,,wwand fas �nstallation to t install. ase SnapNrack.cQm��� sa-^- )'rC,�� -�-� IS� �.. t� i-, ry�� � �� Required Tools: f = m t� Hammer Or Stud Finder �� O - , , Roof Marking Crayon f, , ��. •,'�'' '4� Drill with 3/16" Pilot Drill Bit �� � (' O° . ' � ;" ? Torque Driver with Bit Adapter (. ,�,� �' � �)� 1/2 inch Socket Wrench `; Q���.'� . t�� ��:; ,.,,`,,.�,.'� � � , ` Materials Included In Metal Roof Base: o �; . : �.:;:� : . , � � �, „ �� 'j p(1) SnapNrack Metal Roof Base ��5 c� '' ' � p(1) SnapNrack L Foot 90 degree ;' �i G � p(1) 5/16in - 18 SS Flange Nut �' �` � �(1) SnapNrack Bonding Channel Nut, 5/16in - 18 Q _ ����r _ �,�`'w.• , �, � , , , � p(1) 5/16in Flange Bolt (not pictured) ��, �-. 1,� � , � � , ' ,. .. . _ 1 � When To Use: � Metal Roof � � Profiles � . � . ' � � , � Technical Metal Roof Base Data: �, � � _ - �. ' � ', ' � �'. 1 Material�: 6000 Series Aluminum� ., , . I ` :, E Color Clear ,�lnodiized ,4luminur� � � . � Weight. � � . , ,�q:4�LBS , � . - �. ', . �.. Use With: '� - ° Anodized (� ' � � Design lJplift Loac1 1,0.0;8 LB_S lJ�pli�fit Aluminum L-Foot i'., � , ', � � D'esign'Ultimate Load ' 4;033 LBS Uplift �� � � � �� and Flange Bolt �'� ,• � _ , , C j � , , , . , Dimensioned Assembly �� �� , . - ., , , . , , � ;.. , z. ,.. . - f . � � 1-3/8"CAP ^ . - 1-5/8"BASE . i � �;9�i."`� y ,-E_. ";.`�`-,- ;�;:� a. r.. � , � a'�';�+J' ;�"k�` _ r � , � _ ��� .: , , . ���r£��,:����°�` �� � , � S � 4,.,�; . „ �, . , � 5/iCr18 X 5/8°STUD � i • f - �'� . : � . ; . .. �; ,s � .. , . �. . � :; —�— '��t`� - .* 1.OD"INSTAI I Fn �. -; '°- HQGHT ' _ ;� �� - l�`�=:', .z..a,;. -;s:� � I ' '� { , G � ��� � }d� 19 L- - ...,_f��� ,.._,J _ oo v� Ser�a�Roo{ gase N1et 111S�CUC'�iCln$re area � S�e�•by���o�ole in rafter� �ebYis. �� 5 an ���':� priU 3��6 t� sha�ing 1) e�rorn metal With • . • "� ` is fYe ba5e to rafter • , • • � `` � 1 ` e � ttach metal roof SCKew)•TOrq���o �_r � . �_ �"�.��_°' . ? �. �i. 2�)16" lag bolt StieneY specificatron. ,�x �~�,. 5/ nate fa metal �.�. approp metal roof b��are o��no Ce t ed. ;sr, �.., , ��5 �„'; 3)�h r e a a bottom.T a k e en cap�S t�g hten �`�;'' '�"� roof'aoes not t'N�sSeated tO b�Se� t '[ -. � 4��� ` �' : bas� cap�5 fully �� :��. � 4 �.: Ensure �to st�ad i�� i '�� �� ,¢<„ _ � � ��a � � . � -1 me ai�o f ba5e cap• . • ��� � �� �`�,.� I�j � ��`�'_ � ' ���� 7 \ k 4;.� .�F �' f 1 ���� �;' � ��.; ' � ,� � tir' _ k�"%s'r, — ;�. .--- — ..w�t; �� '.^".5�� 'j' , ... ' `�'� � y • � +" � F�.4F��..,_.,..��*� 1 - � �l{-��.�Y y " ',.,,. ��`'ti. �y�.. t���, .�f:. z 1 �.�a.� ' _ . ... ��r�' - debris, �. ,s � ���'" �Q�E3S fs with excess��oating $hOu�b� '�s��'''`` ' ta\ roo non factory surfa� ;{�=� �orosio�for adeq�+ate d�o C�aUire� � evaluate a,Yoof Sealan h�enin�J th - Add�t�op t�ed after t�`� esired. �u�a,RQ f gas��Q roof,�f d Met � ��ot and a Ya�ter is is dYilled t`o�hoVe with �a�t'1�►lg�diately Sea1 � ater dam�ge. .� - if a p �m�ant tp a�oid`rr � �' „ � found, Se�l �aYdware. � afing -� hten . n �� ro �� o f Da not over fa11 protect� r� _ p,lways weaear. �. an� safety g � � '[p design tools pesig �`a suite Qf�nstailation to � "S h��p confi9ure d fasp�sta1L Pleas� b� an accura�� an Nraek.com J, � visit�s at�.ww`1`i_Snap ; .'r•:,'rr;-r'ti; ^:4*: . �,,� � �t ' i „`' •• i �� 'a ,' - �' V � Required Tools: Dimensioned � � 0� ' - Hammer or Stud Finder Assembly � Drill with 1/8 inch Pilot Drill Bit - � ,'��� �m � � Roof Sealant ,,".�, �.., '- ;:,.; Torque Driver with Bit Adapter �` 1/2 inch Socket Wrench ; �`.,. ��,,;, ,, ,,,,;,,� t„ �;,,;�,,`, ;� �, , I Materials inciuded in Series �, � ��, ;� , 100 Straddle Block: � ���'���' � � p (1) SnapNrack Corrugated Straddle Block ,�, `; �. ,y.� � '� ■�.� � ' � � � Other Materials Required: 4-1 z�� �� L'�,.�V �Q (1) SnapNrack L-Foot Assembly 3„ � � � Qz (1) 5/16in Lag Screw �. � QQ (1) 5/16in Washer �; .�; , ; � . :, , . . , ., , �4, *Up To 1„ Leveling � �. . � � , 3�� �•. . , , , , , _ � , � i ``^'`' �" '" � � '''! � Tek Screw For Steel Roofing Members, � � 0 Lag Screw For Wooden Rafters c - • ��. , ,, ' , , • .. • � � , , , � _ Dimensioned Corrugated �lock � � ,. � � 2°� D 3/8" � �. -� � �' , . .. , � • , � O � , , � 0 4 , , ^ ,. , „ � � t � . 1-3/8" 7/8" j � 1-1/4" t � � . .. " �—2 3/8"--� � , . ,. � • I---- 3�� # , ., , , , . ��� 1 - " � � ,�Technical Corragated Block Data: � . � Material. , � 6000:Series Heat � -' _ � ,` � � � ' ! • � � •� � Tr.eated Aluminum. t � Only use E. ` Color Mill Finish Mill Finish L-foot t. ,.�; _ � . , � Weigtit ,.. , 0.3 LBS " ° with , � � � - Split lock washer ��� ,., Design Uplift Load 200 LBS Uplift � � , Design Ultimate Load 1000-,LBS Uplift . � !' } . , , , . , .. � ., �. - ;; '';i�f�;';�;'f;L;;''4�''``�^.�:�:, 21 ������,��e�� . r ta ���?�r- �� . � ' . .... . . .' , ",� • � - --... 3 �s ' . �,�� � er. . ,� , . � � �e,� ��fl � ��` -;t•-- CorrU�a� U�. �� ��� e� B�O�k �x� - �� , `f� �$�o�``bY-S�e ����!� ���. t�� "!� �- r� rh p �nstr ' �''',.�., � "" �r UC�'1 � � q t�h.e ae�kin.g of ther�nderneath �17S ' 4 � � und�rne th T�e rafter��ebY tocatinJ e ttte scre.�rs, d�rectly 2� Drill a pilot rr►aterial into hole thr � ` • . , the 9 bolt w���'rafter to�She raotGng !a. port-ia �e Io ur� tha ` r�at n a�the rafter, eat�a,nro a t , • • . � • �� four�d then Seal �f��e rafter Solid. ,��,� . � med�ately with roofin pitot ha��is � �;",, • � 3�'�ppl �J seaiant. '�� �' �r1! ^� diCectly o�to��nJ sea�.ant if �.s:: . r - laJ to.ens the pilot i�ole n��ded � ur�a water�� a�d 4�Attach t ght seat, l-foo€usin he Carru�ate ` K °�"apl�ro g a 5f16"�a a gtack with - embeam�riate ta g bolt CTYP the r-afteY, nt°�2 g with a,m���mU ) 5} 7igh:te T�9hten lag�o t t seat . h �, . �. b�a k n re to 10�16 f embly si�Ver arqWare to 8-0 ft-lb d tiPubei-i �'ti� � t '. 'r ` "•s.:j ��, 1 . � y* I� :1 �� . �w', ���.�'. �►a fies . � p _ SnapNra�k on1 eng��� „__ � st, t an,.,Y( h e .usec/with ShapNrYste '.. ' j.; x 4 haY�W �._ �,�.� �� �:� �, r may Va� are. Any.a/ternate ��p ne�t ,,". ,`; �b�, '"�#� u �- ��"�� ����ulatio the warrant a�ptic S ,y � - ,� � Y and str ation � ..�... - _. : � -,�. � .� ,; ns cou�a b.ecom�j��u�tura( `�' ���G � �''"'"-- . a1id. � r „� �`�rn�hg .d�' •. �' � �3 . . . �„ �ila(� .. ". .._ fioun Fiole is drilled a �t roofi a, �rnmedia nd � ; _po 9 sealant fior:Y sea�pftot ho�fter is.not n�t ov a�oi � w;.. e� f ��, Alt�,aYs u,art��hten hardv,wer aam�g� � ,���.+ �,� -,r, and saf�ty JearaU pr�teCtian r�. ;����� 1 desi ,sna�gn TapJs �s�,-�:V to heip con f nas a sulte o f �e �ure Your pV ,desjgn foals visit n a��Urate �hstallation to �s af: wtiu.ws apNr r�stall. Pleas ack.com � _ _—�.�.r.,'.,T,�-— '�'�'.,.�! .t. h��..i� � '(;.. �•-.V J � Reqaired Toois: } � 3 Hammer or Stud Finder � ,Q , � Roof Marking Crayon � Drill with 1/8 inch Pilot � � �. �'"°`"�;:�' � � Roof Sealant (� '`O�'-�I` � , �� 6 Torque Driver with Bit Adapter �� m i�, �',� ;�s�. � :;� 1/2 inch Socket Wrench o � � .:�/,'';._. F'� �} Ntaterials Included In Series 100 5°-15° Tilt Kit: a o � �',.� r '��1 �� � '� ' ' , 0 (2) 5/16in- 18 X 3/4in SS HCS Bolt � �`� �,��`�L��, _ �;l_, p (2) SnapNrack Standoff Base � �� , e�� ", , ' � � (2) SnapNrack Standoff Shaft � O � �' �'�' � � x � (2) SnapNrack Standoff Clamp 0 �� � � (4) 5/16in SS Split Lock Washer �, i p When To Use: O (2) 5/16in - 18 X 2in SS HCS Bolt - � � , � ,'11� O (2) 5/16in - 18 Flat Hex Nut Flat Roof Applications � � (2) 5/16in - 18 lin SS HCS Bolt 0 j � � O (2) SnapNrack L Foot I , m (2) SnapNrack Bonding Channel Nut ,;', ;�� :, . . , � Other Materials Required: o � �. � , ';::��. �- �O (2) 5/16in Lag Screw � , , ' , OO (2) 5/16 Washer , , (2) Roof Cone Flashings � � o � - ', � .. . , + - , , Technical Standoff Data: {:'� � - , � ,, . , � , ' � Material_ ' • ;' � , � �� 6000 S'er•ies Heat ' -� , . �. , , , , , ' . - , ' ;Tre,'ated�A�luminum � � ; , Fin�ish Mill � , Weight � . , � ' S.5" Shaft =•0.4 LBS ,' � , All parts � � • � , � � �•, - �7"�Shaft = 0:5 L'BS ,��'.�„�, . , ' are mill finish ( , ! , ;� ,, ,�, .,, 8:5" Shaft = 0.6 LBS � j{ � ° � i Design Uplift Load 200 LBS Uplift - . . .. . t Design ;Ultimate Ldad � 1000.LBS Uplift � � , - „ � , . � � � , , .' , .. $ - . ,, � Dimensioned A�sembly Dimensioned Standoff Clar�p _ .. . . ';: , . .. . . ' ��-�iz� ' , ' .� R 0.6" a 2° R 0.5° ' {:. j 1. „ ' . , � . . .., 1 ' VARIES �;, � . , ., '. , �., ;�� �' � � R 0.375" 1-1/5" 1 \ , � . . , �f 1 2' �/ �-, �•�,,. ',� .:�,, ,;,�� �I s-1/���! 23 � �- ., ,��; _..,.�._:�._..�.� ��"~,a, r . � � �' .k „ � Series �Da 5°_ o T��t �u �'�I;, ��� � ��� �� nt 1 A��. � R i���,�;`e' _"�'t.!j��'� hj+5 $`Y�. Ti F� `���� �t �y4ko..4. � �. � ep`bY'St � �� � ` a��king of th ra ep u n e�rU�t�Qns r °p f s ur fa�e witf�a bl! tapping the 2� �riil arn��er, material��t�o t hole throug}� t . the las boit the rat�er he roofing � ' � . . partion of �'iil be lo tO ensure tha noh fou�1 rhe rafteY. If ted into a solyd d i•l�er7 sea/ the�he rafter is ' • - �mm�d�ately with Ya pilot°lio/e �: 3)qppi �fing sealant. �.: �`�.,.� . op th� Y raofing seal � � � ' hole ta�ase and directl��t to the botto � � �� �� ,� '` ensure Y ont ni ,. � r ;� �� (f Y �*�r �� � . '+r�`` ,'°„� � �„/'�.� ,� 4} a water ri�ht� the�ilot «� ����,� + �"°'� ;��s�.,,�`� , ;���` qrtach th eal. �`',.�' ` a 5/16���� � �-`fioot b r ' ` �C �'����+fi�<:. `��� � { `'��*�" ��" �' er�nbeam� bolt and a m,ni.with �;.1. � �< ,�- ;a�,;: rafter. Tightent��g��g sh nk int�o th 5� N� to seat. e xt atta the tand � °�e fiash,ndoff ta the �a Y° surf ff�nd � ga Y slidi o�er - . . af dire n ::� ----.._ _ • and attachrne�rsm�thods S�py ea�nt the o . . 6)Attach the tor flashing, s . � u`�- �'�'�,�..-.� • �t°v�r the S S�andoff c/a ���-���w , �., to the t��doff shaf m� �Y slidr ��~ ��.�`' ����� ��`r�,,.=�`' b�a er t�ar�/w�eheight�nd�Adj��st it n9 � : � ;� _�;��,,�r��5 � ck hard�,are to ��'16 tt-Ibs a�n �. ��'� �� S n �,a �� % l� • � ����,����,I��.,p� ' h;� , �� ft-lbs. a ,�,�. ;� ��, �� x ,¢ � ��". ��'q5' .-_- 7W ,a � ��t ' � c f �'' t �'. -._s t �� _ ��i 9�P�� � n !� �r �'ik 1�.�,k��:� �_ ►� t �� ''- p �'S ,»'��i;k��;, ` Shai�Nra�k � �,�': ��k ��; ; � �:' a��Y be used yyit��eered sYste �°`* ��J�� {�"�, m�d hard�,vare h SnapNrack ms Should �x ��`. � ri 4 � �� ' ��'O1d the qnY a/ternate ��mponer�ts � a .�`-�a �� %� .�; z�`'�' �d�cUl warr� a ' ;.�� �'�" � ` ��� �'�" a,� _� .� ��;� ationS �flulcl b tY ar�d struct(��atio� + , � �«�. �.3y„c t'',� �.�r;y ��,.�`�,� E'COtp�� UYd� • ��<� ° ��� �"�4. nvalid. -�. � � �� � � �' �/�/d i � �' ����`"''`: �"�'�"'�' - if a�� ng .� ��.��,���r� , � �`"�" � 1'�,:... . f at1or ho ��F � �'���r.v� -' oun� �� ���S ar��re ����F : *,�-�, �t� . : � �' . .� rOp�f�hg�sealaa�ately S�al �nd a rafter is � , �.�-rL7, r , .� � �o not ov �t to avaid pilat hole witi�not �� � �� -Always ,,i,ear��ghten hard�eY darr�age. _��.�.. �� �� ��-� � , r�: a,� � Y 4 � a�d saf fall pr are. �,r�:�� ,��"��:,,���' h 1�;���� "z �. �'ty�ear ofection ..#Y'rW' �j-� �j y":�. ,� } y��n r k.-' �u �S.' �ea�gh Tppfs ' '' to 1 rack has �elp confi a Suite of b�an accurateu�e Your p�!des�gn taofs visit us at: �,�, and fast inst Stallation to `�`�S�apNrack.cornp�ease _r-^..,��s^*.-;'r:'`',v��,. i.�n.� r`t.`r`,'l�' ,Z' �' ;;::��� � � Required Tools: � ��� _ ,. � t ' � Hammer � � � `�.Q �,� Roof Marking Grayon �� ,' .�� Drill with 1/8 inch Pilot Q � � �' � Roof Sealant Q � :n•�;� `� Torque Driver with Bit Adapter ' ,�,"'`+�..� ' '� 1/2 inch Sockefi Wrench �� �,�""f: '�' '�� SnapNrack Too) � �j.;:!'"" �.�""; ��'°':,`,, . �� �� �.:� :- ".;.�o" Materials Included In Series 100 10°-45° Tilt Kit. , +�,�4t^!I; �' t � � ��� 4 (4) 5J16in- 18 X 1in SS NCS Bo(t p �,;� �����'�,l�'"' ��£'. ; �a A (2) SnapNrack StandofF Base �� � '°�� ''`� Q (2) SnapNrack Stanctoff Shaft ° �# �; ' � 4 (2) SnapNrack Standoff Clamp a �.' �+''+# ' �"', �p, , A (5) 5/16in SS Split Lock Washer '""� - �. �'�- � (� Q {5) 5J16inX3f4in SS HCS BoEt ''"''��`� ""'� � '� 0 (1) 5/16in - 1$ SS Flat Hex Nut ``� _ " �,, ,�"'� . � � (2) 5/16in X 3/4in SS Flat Washer � �.� � � .:r' ., ., . �; , p {2} SnapNrack L Foot Y�.�.. � , �'� ' - m (4) SnapNrack Bonding +��''"f �p �'�-�' '� a ' �j , ',.�� � � � Channel Nut 0 � � �a � � , � , �� Other Material� Required: "`�`'� ,� . � ��,�, ���� . �� Q (2) Spare Standard Rail � � , • O (2) 5/16in Lag Screw � � � �� �� � ' � � , OO {2) 5j16 Washer �� , r ,'" � �� , {2) Roaf Cone Flashing , .�.,,,+ ,. ., .,. ;' „ . � Q , � ' �O � , �� � , �� �; , - Technicai Standoff Data: �o '. ' � . Mater.ial� ., ` �. .. -., � ��60.0,0 Series'Hea.t , ;� �-� , ,'. ' � `" ' ' , • ' �� ` ° Treated Alum�inum � - All parts are � . : � mill finish. - Fini�s�h Mi(1 L-foot can be �„ - ..-,�, � � ., . , ., Designy�Upl,if_t �.oad, . 2Q0 LB��Uplift .. _ " anadized or mHE finish �� • . �, � , , Des�ig�n Ult�imate Load 1000 LBS Uplift � ; ', .. ,. n . f� � Dimensiorred Assembly Dimensioned Standoff Clamp ��: �.. .- , , � . ";r f . , . • , ^� R 0.6" I f,4�� ,'' ' , '• �� i�� n `'r:};,�;,,� z�� �-� R p.5 ' ,� j;fY{V ! ` , 7,t� . �;ei r � i.'"r '���Ind. , %,� ' �x_iiz• 4 ) + rr` +',afi'�1� .., '� "' - , u� n �, `,, e. VARIGv R 0.3�5° , ' ; - y� x 1I�� , � ,, • � �� � �.. ,. �' 3-=,=- � 25 €: 1.��:�.����'� ...�:;�..���� . . ' ' r ,-d, , . � . ti - t { � , : . ,, Ser�es 1 `� O .� ��.� 4 p , �'�����..� �j � `;�, �°�'"4,�° 'r��t Mau ���,� ,. nt I '+4.,. '�� � c� ��F� ��Lr 2F'�� ��L��}'r h iJ � :� ��t,���,�� :n. d�cking o�esa�I� I dS�i"t►Ct/Ot]'S - , � rOpf surfa etWe�O°f bY tappi�th the ' • . . th a hammer, g the 2� Qrill a pllot hole • ��aterial into �he t�rou � • . ' the lag bolt rafter to h the roafing `, i�ortion of �'itl be located intor� rl�at ����� �. � ,. � »ot FoUn� jthe ratter, if the a sofid y �`��*` � '��; �„ � �mmediatei�eh seal t�i�e rafter is �"& �. ,� �^��,��� ;� ���� �, , _�� .� :� 3�� ,�wirh roo�in�seatant. 4 ,' � � �`i'; �„ �'' p�ly roafi y r��,�,� �-�._ ._� �� ,_`--,� � hole to ens �n�d dareai���t�tothe bo�tto ;� y onto th� m �`: ure a water � • . � 4� tight seal. �ilot • • � Attach the ��� i�--;-,.._ • ,.*,� � ' a s/16'�lag/�Q/ttandOff base r� ��,: `� .� 4� � � ` . � �terdT�nt °f 2 d�d,nir,��r;mth ��"""�� ghfien Lag b g s�� � a ���F� ����:4� '` �^ � � alt ta nk �t the �;�t� �' � ��'�-�-�'�-�� `'�,,.� �--� s) Nexfi attach t seat. ;, :.� • <Nr, and set the he srandoff �� ,,: ; �_. �;,,� � Yhe standoff aQne flashin9 b t� the �aase �E� �� ,�,, ,¢���1 a�°�f surface. US�directiy a�piy drng it over � ,; � �s� ` ...�, atCach all necess � rt to the `-,� x � meht r�e�tho for f as�ala ` ��` �) Attach the ds h�ng ts � • - � �,� � it aveY the standoff cia �� _-�"` t° the desi ean�Off shaft. mp bY slicling - " Silv har �eight and qdlust it er . � � • .:, , blacl�har�w��e to g0-76 ft ibs an ,-✓.`" _ 10 ft-Ibs, d ,,. , 7)Attach �; �� ,s the the scr � r ' �"' .r�✓' � g6 ft ib�ana b�ac�r hard�,aYemOdules �u, ,'..� ,,, 0 ft-Ibs. Rema k�ard ware to 70- : .:�� , ,� <,'ti 8 �e tilt tool � ' � :. ) Use th� . - ��� �,. �;�. ' Support fih SnapNra�k titt � pag��6 fo��n�p ucti npla�e al to s.) Csee r . Not'es t �•.■.��„ ` SnaK�Nra�k ....�,�---::�... :-_, : - - j a d haedwed wi h Sn��d SYsterns Sho �.-�`"� `;" are. �Nrack uld , ;.. __..�_____-----. .�.. , _ ___.._. h�ay Vo�d the qnY alternate c�mponents - :.. -�. - - - - - ' -- - �alcu�ations coU/rranty and st�i�lication ,�� d b �t+� - -=' ,� - ---------.-----_: �.._ �. -. ecom rat �� ��� � - . .- �_._...__.__--_. e rnvalid, -�-�-.,. �-� . , �, War��n � �� - i�a pitot t�l�i � ` :, �� � ',�,,-.. f�und, �mme S drilied an " � '`�,,. _ '"oofing Seala��ately Sea/pilot� �af�er is not ,-� � ""`:: ``'=-,.:` �O not ov t� t° avoid hole with � �Alwa eY ghte �"'arer d� ` �� ��� �nd saf t wear fal!pYotea�dw���e. m�ge. ",�'"" � y 9eaY Ctian � '" D�s, „,;;.? a x,1„� � � ,, �..��_ _SeS�1`gt? Tp0lS -� � , ,�: .�.�� 'F `�,,Y� .: y be ae1a �OnfigU�Youite oF desiJn �isit us ��urate r PV installat o�Otp at: u,y„ and fast insta�l. W S�'apNrack.corr,ptedse i.:���P/�A4�RF'T":�e,t.�^r^_�^G f(,K;' `�}+ :�f�' `' `6 � �' "`� Ftequired Tools �'' , �� � � Torque Driver with Bit Adapter � � � . _� 1/2 inch Socket Wrench O .� ;, ,.,e> � —� �-` � Materials Inc[ucled In Series 100 Searn Clamp Kit: � �� `�� � (1) 5/16in - 18 X lin SS HCS Bolt When To Use: '�;�>�����• . ��'�`'p � (1) 5/16in SS Split Lock Washer �, n�'� , � � (1) SnapNrack Seam Clamp Insert Standing Metal Seam �� ��`��`!-I, :`��'�, � 0 (1) SnapNrack Seam Clamp Cam That The Seam Clamp � $�;; .�!!!���' ����`'':�'���, �. � (1) SnapNrack Seam Clamp Base Fits Over, Not Limted To � � �'. � ,i,� ��n��'';:f: ,���' Dimensioned Assembl� with The Table To The Right ��' -����� �� ������ ��� ,� L-Foot: 0 �.,- �'.`,``rt'ti;,,;.;'�., `�'� f.� �.;�;�., . . , . � �i.. � � i P� ;:�, i � .I�= "��� :� Dimen§ionec! Standard Seam Clarr�p ��' ; A„''��,;.�:..- , . �, 4�� � , . ,,. , .�. .�. � �' , ` ,� f . ,, ' , , ` � �. � f', � • ,, �.h. �, I?� 1-1/2' � C , . � •y" e 4 � � � � 1-1/2 1�� ,',��; , ,... .J 1-1/2" 1-�� � - ' , � 0 • . -� . , , _ . Mater�als Included In Series 100 � � ; , � , � ;'� Wide Seam Clamp Kit: �1-�- . . p(1) 5/16in - 18 X lin SS HCS Bolt �� � .;. .;� Q(1) 5/16in SS Split Lock Washer � -_, " �'a;a;�' :-�_'`;'� p(1) SnapNrack Seam Clamp Insert o ,,. .=t�;. � . , , ,"'"<�n` • Q(1) SnapNrack Seam Clamp Cam � , � p(1) SnapNrack Seam Clamp Wide Base . � 4 �;� . , ,� � Dimensioned Wide � f � � : � . � Seam Clamp p � ��, - , , � . . ., � ., , � �; _ . t: ., . , , ... �. : - ,, - , ,-, � ;! Dimensioned �� _ . , . Z. ' ; , , .--+ Assembly . , ,, . 1, �' with L-Foot � ° " � ' - � �;, ; :;r- .. ,;,', ..,.., '' � Use with: t -_ . � �"'1-�' Anodized L foot �� � and Flange Bolt �� � � ���� �Technical Seam Clamp Data: 1„ , ' ,, � � , � . , . 42 - � �Material - - ,- 6000 Series:Hea�t - � � �� ,.. �: . , ,.. ':�„� � _, .„ , .' =Treated�Aluminum:�'�• � :, y�', �— ,.� � ,;.�`. �x=..` � . : Finish Mill 1-3/s" ��J I � ' ,Design Up.lift Load ' � 200 LBS'Upli#,t,, � � � , . .��a� . ,. , , � . i� � • Design Ult•imate Load� Varies by Seam C-Test Result�s Z-5�8�� i „ � , � �•, , a �,� rG' :� y,<i�` ' � °r#j- 27 1...�.l�.<�N`.+.4i�et���114''�'l.�iF��� a.y�::�`.�.t . ,. . Serie.s 100 UL S:eam C1amp MAN1lFACTU�ER FANEC�NAME. CLAMP �_ , ,. . . ,. , :. . Step-by-Step lnstructions 1) Assemb'le the seam clamp components to '' ' '" `' " be ready'to attach to standin,g metal seam. . . .. . � _ , ._ ., 2) Attacfi the seam clamp to the standing meCal seam by loosening the � " ' ' `' seam clamp bolt then opening the seam =• •• • •• • =• - cfamp cam and placing the elamp over . ., . :. - the top of the standing metal sea,m. . : • . .. . •. - 3) Tighten remaining hardware in the • = ' • ' '•' ' ' • '" °- " L-Foot assembly: Tlghten bo:th silver . _ - . : ... .. . - . . .. . :. - and black har.dware to 10-16 ft-lbs. .. . : - '" ' `" � SnapNrack Seam Clamps have been -• • - • • •• • =- - designed to work with a varie.ty . ... ._ :, _ of.standing seam' metal roofs,t'he � �� rnost common seam fy:pes are: -. . ... �, � . . • �. � .. _ Snap Lock Single Lock Double Lock .- . .. . . .- : .- .. . : . .- . . . ■Il�t� ' '" '' " . . . . .. . : . . .. . - . . .. . : . .- e . .. . :. - • •- =• - If a specific roof seam is not - . .. :. . found on list, contact SnapNrack : � . � � : _ prior to insta'llation. .- . . : Notes . . . _ � - SnapNrack engineered sy5,tems shoulcl only be used with SnapNrack components �., � ���T ' ' �` � � ,� � �,� � � � , and hardware Any alter.nate application ���'� � ; : � - ; �.. • , may void the warranty and structural i ��%� �� `� ���` �il,.' calculations could become invalici. r- ,�3 � � �. �.,' � `�� � � � ��' � - _, � � � � Warr�ing ��,� k�� '"'t' �� _ ��< �. �s t'a�-�i � - If a pilot hole is drilled and.a rafter is not � � �* ,�, `' > ,_�_ ��:��.,:_, fou.nd, immedia.tely seal pilo,t hole with roofing sealant to avoid wafier damage: • - • - Do not.over ti.ghten hardw.are. r�� ,�c - Always wear fall protection �`����F � and safety gear. ����, �$� � • , r� t '� "��; ��� _y� �'���;� Desiyn Tools � -� x:�i � jF �'�y . �, ,A.� Y �. t� � `�'����`���: " k� - SnapNrack has a suite of design tools .;���� � � ��: - " ,��.�� �- �"`��a.�� to help configure your PV installation to k ' ,� r �' be an accurate and fast install. Pfease .},, �• .��, �t a;H� � .� . , � ' °��•���� visif Us at; www.SnapNrack,com "r•'~' µS4:4,.�"4�+ . � ^+� ,;�` ` w`��ry° � �� in> �:., � � — #, �� �� . „ { Required Tools: � � a' Level � �,;;'�_ ; ',9, String Line or Spare Rail ,�,,,,,�, � Pitch Meter �' Oo ��;,;°,��-" 1/2in Socket Wrench ���• ' S/32in Allen Key �����' �"�'' ` Torque Wrench �,, ,,l�';=�;;};.,�Y „ ;�� Use with: � �� � � Mill Finish � " � .� Materials Needed to Install and Level Rails: ,, ;���'��� � �� Standoff Parts ` ` '°'�J�' � .h,; O SnapNrack Standard Rail �'� � �''�� '�,��1 � � SnapNrack Bonding Splices � �� � , - � 1" SnapNrack Standoff Spacers �,,'.,.�. _,,. , O 5/16" - 18 X 1" Fully Threaded Set Screw � -•.,_ �- - ' � Q Pre installed SnapNrack Roof Attachments (L-Foot Or Standoff) � , fi�, ..t/�,iu��� - , �. � o �� � ,_ � �.:. �.� . , . � . �.� . � � . (� ,i',�C , � � � �i � - . � 0 � �� ., � � . - �.� �I�J �� � 0 � , ,. .. • . � � � 0 p 0 e Standard Rail Profile Technical Raii Data: � , Mater.ial� � 600O,Series,,Heat , � � ��� � • Treated Al.umin'um � . , " ' 2-1/2" Finish C«lass 2 Anodi�zed Fin�ish • C«lea�r a�nd Black Fin�ish ,4uailable Mlill Finis�h A�ailable Weight_+_, 0.75�LBS%FT,:::' ,:'. ;. , i , , . ;. . ; Ma�x Span See Span C«harts in � St�ructural Engineerin.g Let•ters 1-1/2��-I �� Technical Rail Splice Data: Rail Splice Profile , �Material�. . 60�00 Series,H;eat -� ''''' ' " ' � ' � ,. � Treated+A1`uminum � � � � ' Finish Class 2 /Anodi�zed Finish Clear and Black F-inish Aua�illable 1-1/z„ � Weight ,0:64 LBS .. • �. , ' � � ,� � > � . Recomm. 1/8" Gap Between Rrails �:, 1-3/4" 29 . . ; . . � i � ; � ��� � $erie$ �nst ��� Vl. . � k} _.� � �`--- -- aitin " � ` `"�°� ] Rai►s � ana �eyel�ng , � � 1 � �z� . ; ` � ��`;�;�` � ' ' S� , . �p,� , ' � • `��• , ?) Set alt o�-Ste� Il'�Stp . � � :�sn rail�i ��, . b .appin9 the nto �huCt'10i15 ' �`:side�ha �hannel attachrp�nts .. , ConnecC.m nnel af tfie sta uts into „� to�nd ultip'le len:9ths��ard rail. ' with the aii � • • . . , of F� 9h $nap�pa en - ck splice. � - . � � th��roof, ana est attachrne i~��'-- thent to the loy�eefi that at�taCnt po�n,t - st aajusta hme t ��� -: � Tarq��t g tenin9 a�e array�o�the(:evel � 1 � - - �-��' �� � � '' ahd bla�k�er hara�,�,are thment point�s , - � hardwar� ta 7� 70'16 ft-lbs. .;.... _ � -� 3) Usir� 9 ft-Ibs: .r � g li.t� � �'__�._ a n .- frarp,the a�trin e or �.Y~'` . ' - ' raise t�e oattorp rdil to the re rarls rUn "'�:�-'. `' ,� h o f :the p raii � �--: /?itc thep raii, n set th�� and j arr Y b desir ' elin rail. Add lev a Y adf�st�n �d �) L�� g Spacers if n�a d°p �.�_ . el th� he le. � _._ _ �reh �er fi tap Jth of�oving t.he stri - . he entir�len h�rail, matc ng �•,' ..,�,.,' : _ . 5) �eve/t 9th o�the arrh�n9 1 ��,. g 't � . str'in9lin he rem��in.�.h � �Y ���I�i' �� il 4��� ' e tivar � 'g rails ,� � �, , 4 ' rai1. ' kin to I �. {..,�,1 . � �,,.�' � Aa'd leveling pacers�f thehm.id��� . � ., , �'' , .. :�,.,.�.�-�..�x�. _- _ . . ,,-� ..- `� �,t�r.. ) TiShten a11 r neeqed. � � silve'r h�r, ackin �"�' .-- : ,..t! ,� '�,�'r>�`�'�:�: al!biack hawdwar�t0 76�d�S n to�-a�� � ����� � N �8`�� ft'-lbs. d • r ��,��� ote �� sn s t��:;��<��, >,--� x,,xi: ohly�e rd�k en9ineer usecj ed sYste � ma h�rdvvareWqh SnapNra�k�5 should • ' . . y�oi nY a1 t�r � calculatio the warrant, nate app��n�n.ts ... ' - . � �� • ns coul y�nd stru atiop ' • � -- •• ' • � th�he rninir-rmurr�S��ecome in�aliqura� ��.. �,���' . -. � rr�odules ��aoff 4..'.�. �'::,`~=�� '..',� - �E"C and rpof is height be�we � � ��� .���; ••,�� + ' �. . � � Sunivas��ar Y�ngli; a�s folloWs: e ` ,�%���~�`� •• • ' Ren�so�°dules:4.Op d � - •• . . - Trina S, a rriodules:��n • • ' •• .. . . °�ar mo.dul�s:4 5�n � n . , -- _ ���-,�-,� ���nin . r .� '' :�!�tr7 - lf a pilot � �� nY�y� ��� fO�n�, irr�rne�� �S d'rilted an i�,r�-.7 ` ,: �',�+, � +"oofing sea1�diatelY seal pilo a r�fiter, is no,t ,� �`` � �o not nt to a��! t hole Wit '���-�' . �� an iwaYs w ar fal! ��� hdrdwar�aam��� d satety 9ear. �r°tecti:on — .,...�1_ �' � IIes►'gh T 'SnapNra� ��rS �-�:;;:: k h. �'e�niaccu ��gu�YoUr Pof desig� too visifi us rafie and fast i stal�a'ple�an t° �t. W�,y�,t,ShaK2Nra�k.��� ase