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Home My WebLink About2200 Tulip Valley Pt (a) (2)r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: � � �.._ Documented Construction Value: $6ra L' �2 q Job Address: T" Ceapod Historic District: Yes ❑ No ❑ Parcel 1D: 3a-- onoo 00 L o Zoning: Description of Work: i n iv Yn Y(KL Plan Review Contact Person: � 1 o,n-1 e-:- 6 y -e--w e C Title: nA U Phone: Fax: LAO -I bU-Dj94j E-mail: kce �r�pyo� �(�ea�5 Gbc� Property Owner Information Name ( i ii,��t 1 G' IrCAr e -. \l Phone: Dai' Street:Resident of property? e,5 City, State Zip: �CLy 'rd VF'\ a� Contractor Information Name ln +�ae 5u r\ nc„ Phone: LI U-1- (ALo- Street: Fax: �,�-%-Lo(�` ��iq City, State Zip: State License No.: CA e� 5( 'Df 5j �) Architect/Engineer Information Name: -n l o - 5 - r40OV � � Phone: Street: off_ ' C a `` Fax: City, St, Zip: 0 GcX e "�;�J ��a�L_e� E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit EL Square Footage: Construction Type: �d�cn�+a� No. of Stories No. of Dwelling Units: �Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct hyvut required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: u T -- g•� _ 13'-O" 48 N=€DFia i'x2" °U" C+TANNEL.I"x2" 'U" CHANNEL---- --4' MIN.rYr-, \�"��'��.,, 3 £? TO BELOW WITH • (2) +14x2" SM5 3' -----NUPIBER Or^ BA T'S VAR 183 AS N FDET7 ,w.. "'-..._,."-"----_. � b' TYPICAL CONN. TO ROOF DACRON BODY STRAPS AND "TIE DOWN CLEATS-"``�-"— "-- .w_._� '�:,�.`.,, �f-'p , -1":t2" "U" CHAPiNEL w -50, +/- CONI,4FCTw (SEE DETAILS 1 t 2/A-1) FASTENED WITH +14 5M5 TO ALUMINUM RACK BELOW— Fp TO BELOW WITH (2) +144" 5t-15 EXISTING STRUCTURE 2"x2"x2"xf/6" ANGLE CLIP a 9 Yx2 'U" CHANNEL WITH 3/6" (SEE DETAILS 1 6 7/A-1) - FM5ED 1"x2" "U" CHANNEL r- CONNECTING BOLT*. SUPPORT \ EMBED 1"x2" "U" CHANNEL 20" IN,CONG, FTC. --» E.(MICTURES ,I 24"-`�~ �'`^'`• �2" O.C.G:C:..-- "' �.^� 20" IN GONG. FTG. �'S = TYP. CONN. TO ROOF (J . E .»» w FOR TILT MOUNT _ (n o o vi (SEE DETAILS 1 t 2/A-1) X. 10 O p - - O y � a 4.71 d•a GRADE I � '';, n A !�� i ;t � _ N � � = n O 4'11 A•n ate w °. ._ `C�a 1F '.:,� _ -, I( Fp�-iF -1 , Cil = a c`°n0 m Cv rr As tt/'urra'KE64RGR�LLEG i _ t w to yr to � 2 I"x2"x1/6" ALUMN, THROUGH „U:, CHANNEL --''•^ c A llp ` _ �-ANGLES GcwnWaRD DACRON BODY STRAPS _ `r STRAP QUANTITY AND SPACING ° -6 ° �+ E w at • m SEE SECTION l/A-1 �� --'- I `"-•--16" (Q CONC_FOOTING5 A •" P _ 1I7 - PULLED TIGHT ,. r L, O (EEE STRAPPING SPECS } } — - v- EA: STRUCTURE �e1 n 10/A"I FORLCCATION51— ( �/ - ROOF RACK MOUNTING SECTION FLUSH NTS 11 (ROOF (FLUSH) 16 16 U� 5t t R -' CONCRETE FOOTING OPTION NT5 4w I"x2"xI/6" ALUMN, 1 �/ "U" CHANNEL ZONE 1 UNIT LENGTH STRAP QUANTITY STRAP SPACING a' -O' 4 DACROrI BODY STRAPS STRAPS TO EE EVENLY SPACED, END STRAPS TO TSE WITHIN 12" FROM. END OF PANEL V EA •4t -.. of u 4 DACRON BODY STRAPS DACRON BODY SIRAP6 ZONE 2 UNIT LENGTH STRAP QUANTITY STRAP SPACING 6'»G" 5 DACRON BODY STRAPS STRAPS TO ISE EVENLY SPACED, END STRAPS TO BE WITHIN 12" FROI1 ENP OF PANEL IrJ'-O" 5 DACRON BODY STRAPS I2' -O' 6 DACRON BODY STRAPS 8','6?', 42 CC-l.l_ x 4' -,F- �' U, - 11 FTYPICAL CONN. TO RCOF SOLAR PANELS WITH OPTIONAL \1\s (SEE DETAILS 14 2/A-1) (2) +I4 SMS EA. CONN. 6ECUENTIA SUBSTRATE— 2'x2°x2°xl/8" ANGLE CLIPS �� ba d •� / by (SEE DETAIL4/A-I)---.�,,�_ ct FHL+ s r CONCRETE PIERS w -- v a "� Fp 1"x2" "U" CHANNEL GRADE ,�''EA, STRUCTURE,----,._�- 0 p o TO BELOW wlT,-1 1/2' HELICAL ANCHIORCGNNEGI i—GRAPE 1 (7) +14x2" BMS TO "U' C14ANNF-L WITH U2" n \ - ._ :--= i>~•FUFOiT (3r.7' c19E9E•i%h1k:F•TT tgli4.J-- lll - VARIES W1 wI NUMBER AND SIZE --- y: Y OF COLLECTORS :4_-_.-•_> / 3/ �rr{� t� LI' i:'.A. END _ f } � IJ' ' ! — __ < • � I'' "CHANNEL ____/ ` I M4' MIN, TYP, o }��` CL PRECAS 1T PIER OPTION NTS o" EXISTING STRUCTURE "4"4` 1 A. (5 T t 2/ -1 - - A � rO� �./ ) ------------ U) 0 $ - SOLAR PANEL RACK MOUNTING DETAIL (TILT OR FLUSH) NTS 7 - ROOF RACK MOUNTING SECTION NTS 6 - GROUND RACK MOUNTING SECTION NTS RAPPING SPECS 10 - ST 70 �IT r /i X0.33 __"AFFICE TIE DOWN CLEAT CAP DESIGN NOTEIS: T FU [3E^!TER TRATE STEEL SCREW \\ C,I"x2"iV8" (� t0 FULLY PENETRATE ROOF SHEATHING�`.(� ALUMINUM "U" 2001 BUILDING CODE WITH COOS REVISIONS, ASCE 1-05 INSTALLATION VERIFIED TIE DOWN CLEAT RASE \\\ CHANNEL TO THE FOLLOWIr G A .A . C ' FOR DACRON STRAPPING \ { P P METERS• v 150 MPH, EXPOSUR.. B' OR "G", ..,A! IN 1.1.0, ` .2'xll8" ALUM. KcNOX5,. Kzt"LO, Kz.rABLE /,,5 n . 0.042%• Y.rKzl ✓-✓•I, P + n ((GC I -TGG I)X, a (SEALANT 13.ELgW) r, KJ„p, r`tFc'fr=3V'. 1Nr GONE I 1 \�\/ ANGLE LIP 3Cp'+ STRAPS SHALL 13E DACRON PGOY STRAPS AND F{AYE A MINIMUM DESIGN TENSILE OACRON BODY STRAP I CLEATS—DACRON UPPER HEADER STRAPS 3/6” SS TNR.UBOLT STRENGTH Of: 16001b. TOP, MID,. AhID R MOU M NG DE IL 3/A-1 -(SE EDE SB AC ED..A5.N07>=0 3(16 PILOT HOLE t SEALANT CENfEREDaOLT -� FASTENED PER MOUNTING DETAIL 5/A -I— (SEE GcrA1L 5!A -I1 •� �� SC:V:E_L6 9HAL L D= ICC OR BE)tER 5JA1NLESs STEEL AtiD SHALL FULL'T` HOUSE ROOF t COVERING \/ I PENETP-ATE 1/2" MIN. COX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH 91CAFLEX. f � (MAY VARY - ASPHALT, TILE OtHEft) 1�`II kt CONSTRUCT ON SEALANT APPLIED. 7U A 1/6" PILOT HALE PRIOR 70 AND AFTER 0, 10', 13' TALL x XOR 2' W. SOLAR PANELS "• _ �\ PLACEMENT OF THE FASTENER AS SHOWN HEREIN. 4 ° 1 ' ; 4 ° '1 THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL /�,_ENG STRAP `n . =•� `/1 . �'Q " Q'Ll 517E SF'ENGINEERING REQUIRED BEYOND. END ZONE 2 - 4' yG✓ ,� � � /,�.�� DETAIL VALID FOR 41YNZ TUNES UP t0 AND INCLUDING 150 MPH. 'THIS DETAIL NOT {I \ `� / f F �` ° ' .� q a tl Jc. VALID IN DADE COUNTY. //G . 1✓� / ,�/., O f.i i / I � CONCRETE FOOTING �R PRECAST � 3/Sx 3 1/2 S5 WE7GE BOLT 0 N (2 1/2'MIN. EMBEDMENT) Z r/ 4 J9, L j ,7 y- MID STRAPS _ / , I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL 3E FABRICATED IN ACCORDANCE `- r _-.: _� f •. /'/ r WITH THE. REQUIREMENTS OF TH ' 1 I // f —LEND 57RatF E BUILDING CODE A3 STATED HEREIN. ALL LOCAL CODE5 SUPERSEDING THIS CODE SHALL BE CONSIDERED 51' THE CONTRACTOR IN IN DESIGN AND MAY RECUIRE AGOIVONAL ENGINEERING. (8� 2. ENGINEEftINC VALID FOR SOLAR POOL HEATING .AND DOMESTIC WATER HEAVING 1 GCri!/.Thrd I !Clan. rivncrred TI;Gan '�-.,�."`-�..,-, [OOT• -t) I.--.4 APPLICATIONS, 3, Eruct INEERING VALID FOR ALL PANEL ORILNrArION5 INCLUDING VERTICAL (swwrV TT is And TtOk 1a Gum TV 5 - CLEAT ANCHORING DETAIL NTs 4 - GROUND RACK ANCHORING DETAIL' NTs AND HORIZONTAL, 4YlaWlcr,67(he COAT 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE, INSTALLERS SHALL USE hlvnda Wwldif+J Cvdn L S _ _ CAUwN TUHUA INSTALLING THE PANELS TO MINIMIZE AND D15TRIBU(E LOADING ROSS AC � 2W9ttuvlulgre > rHE ROOF SURFACE, NO WARRANTY, EXPRE55EP OR IMPLIED 15 OFFERED FOR THE 0ua'gn Craerir. INTEGRITY OF THE EXISTING STRUCTURE. 5, 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION W:nd !mFni(:x,ca Factur , SU55TRATE. . 6. NO CERTIFICATION 15 QFFFRED FOR PLUMBINC, OR ELECTRICAL WORK. R41515 A W:ndErpostuu g SIRUCTURAL CEA.TIFICATION ONLYFUR ANCHORAGE TO THE EXISTING RCOF STRUCTURE. �~�"`-^ "'-� j �.- fntutntd Vrevlum GvcttA:ivtd +!•0.1:1 ` I 1"x2'xV6" ALUMINUM 'U" CHANNEL RACK— y 2 DlMENS•!OTl5 ARE S41G'jrN lO ILLJSYf^.ATE ^E9.'G7`t l'OfCC_.5 ANO',?T:JBFi pCS1GiJ CtmpcnenbEt:I;vNf:ny x2'xl/8" ` CRITERIA. THEY MAY VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD PI MEN510N5 Uv9 jn V<vysuv +35.:F•Ir1 CHANNELS ~� / PRIOR "r0 INSTALLATION. �„.----2'x2"x2"xl/6" ALUM, ANGLE CLIP /� N'oOlharCe6ftvatlann \\\"` nry StttfvU yr Tru laud Z"x2"x2 ✓.1/8" ALUM, { /H .., ri. ENGINEER SEAL AFFIXED HERETO YALIDATE5 STRUCTURAL DESIGN AS 51{OWN ONLY. T' APPLY SEALANT IN PILOT `•- "'_' �`''- ' � !SSE: 07. 1W$ vF=C':FiC.t�T.4PiT Pa'f CCTLTFJ cT0R, a�., �T. T14DE'�'1lYiF,E'3 0.^v nu r G ANGLE CLIP I - AFPLi SEALANT IN PILOT .� 4 �... A/cS l"/"KT�'T-E'yS Wry- tAV, t'•" HOLE AND OVER FASTENER ,# HOLE AND OVER FA57ENFF. THIS i-NGINEER FOR ALL COST t DAMAGES INCLUDIN(s LEGAL FEES t APPELATE FEES 1,161.1 F,dUm tdt9 LLC TO WATERPROOF RESULTING FROM FRM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION ,LAV E. lndustnal Dr., S;c. NY TO WATERPROOF Y/\ PRAC rICEs BEYOND rHAt WHICH IS CALLED FOR B Y LOCAL, STATE, r FEDERAL Otninla City, FL 32103 �S-TILE, BARREL TILE, FLAT TILE OR OTHER / VE.4W, ISO 3/8 S5 REDTHRU7yLT I CODES t FROM DEVIATIONS OF THIS PLAN. ISO CENTERED CENYEFcED TTP,—�, 3/6" SS'THi<1!5UL1' CENTERED TYF.-�-`--^--. ROOF SHINGLE/ TILE _ 3. EXCEPT 45 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR AFFIRMATIONS ARE INTENDED. trdw Not antid waho'.'U"ud rl Rmm $val and 5:yneUui u", 22 ` V7. SYSTEM HAS BEEN DESILL GNED W1tH THE FOLLOWING LIMITATIONS; A. r0 I rTPN O (3 SECOND G OB, ROOF HEIGHT NOT TO EXCEED 3' ABOVE GRADE. '--' C, IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (AS DEFINED IN THE DIAGRAM �-,,, \ FBG IPa09AC) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING 5PEC5 10/A-1 -.._�__ 1I DATE: .SYSTEM HSS BEEN DESIGNEDOX WITH 741E FOLLOWING-, LIMIATATIONS: �""-- -" (IF ANN OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL .4pf11 21, 2 A. UP TO ISP MPH WINDS (3 SECOND GUST), ROOF SHEATHINGJ � �``�--�"�� "`�•- BE REQUIRED). 3, ROGF HEIGFlT NOT TO EXCEED 35: ABOVE GRADE. 17 C. IF ANY PORTION OF THE SOLAR PANEL LIES IN ZONE Z DRAWN 3/8" MIN. SS LAG 11. THIS DOCUh1ENi MAY NOT FSE MASTER FILED, .r [AS DEFINED IN THE FIGURE FEC 1C 026C) ADDITIONAL 801_! fCMit�{. REN. SFRAPPINC; 13 REQUIRED - SEE STRAPPING SPECS 6/4-1. 2"x4" MIN. WOOD TRUSS \\ TO WOOD TRUSSJ '� ROOF SHEATHING I'?: YHIv Er{GINEERING EXPIRES ON _ •__—_ OR UNTIL 5£UPERSEGED BY 12:IS FM T, (IF ANY OF rHE ABOVE LIMITATIONS ARE EXCEEDED OR.6LGCKING. \ NEW CODE, w'HIGHEVER COMES FIRST. 11.2,4 SPECIAL ENGINEERING WILL BE REQUIRED) ' 2"x4" MIN. WOOR TRUSS OR t3LOGK[NG '--•3/8"MIN, 55 LAG BOLT <2°MIN. PEN. TO EGD TRUSS) GGf'TRIGHT CODA Mq(=YET ENGINEERING 5cf<Flan Lite SHEET NO: Amml E SOLAR PANEL ROOF MOUNTING PLAN FLUSH) N-rs 2 - ROOF RACK ANCHORING DETAIL NTS 1 -- RACK MOUNTING OVER. TILE ROOF NTS GENERAL NOTES .p- V EA •4t -.. of u '} r Yt W N t0 tp .Q -9 W _ p z, N V mwN� Ct°�3c nm 3 -a -w Eu wo'o2TS� v SEE CL II�� y U 8','6?', 42 CC-l.l_ x 4' -,F- �' U, - 11 FTYPICAL CONN. TO RCOF SOLAR PANELS WITH OPTIONAL \1\s (SEE DETAILS 14 2/A-1) (2) +I4 SMS EA. CONN. 6ECUENTIA SUBSTRATE— 2'x2°x2°xl/8" ANGLE CLIPS �� ba d •� / by (SEE DETAIL4/A-I)---.�,,�_ ct FHL+ s r CONCRETE PIERS w -- v a "� Fp 1"x2" "U" CHANNEL GRADE ,�''EA, STRUCTURE,----,._�- 0 p o TO BELOW wlT,-1 1/2' HELICAL ANCHIORCGNNEGI i—GRAPE 1 (7) +14x2" BMS TO "U' C14ANNF-L WITH U2" n \ - ._ :--= i>~•FUFOiT (3r.7' c19E9E•i%h1k:F•TT tgli4.J-- lll - VARIES W1 wI NUMBER AND SIZE --- y: Y OF COLLECTORS :4_-_.-•_> / 3/ �rr{� t� LI' i:'.A. END _ f } � IJ' ' ! — __ < • � I'' "CHANNEL ____/ ` I M4' MIN, TYP, o }��` CL PRECAS 1T PIER OPTION NTS o" EXISTING STRUCTURE "4"4` 1 A. (5 T t 2/ -1 - - A � rO� �./ ) ------------ U) 0 $ - SOLAR PANEL RACK MOUNTING DETAIL (TILT OR FLUSH) NTS 7 - ROOF RACK MOUNTING SECTION NTS 6 - GROUND RACK MOUNTING SECTION NTS RAPPING SPECS 10 - ST 70 �IT r /i X0.33 __"AFFICE TIE DOWN CLEAT CAP DESIGN NOTEIS: T FU [3E^!TER TRATE STEEL SCREW \\ C,I"x2"iV8" (� t0 FULLY PENETRATE ROOF SHEATHING�`.(� ALUMINUM "U" 2001 BUILDING CODE WITH COOS REVISIONS, ASCE 1-05 INSTALLATION VERIFIED TIE DOWN CLEAT RASE \\\ CHANNEL TO THE FOLLOWIr G A .A . C ' FOR DACRON STRAPPING \ { P P METERS• v 150 MPH, EXPOSUR.. B' OR "G", ..,A! IN 1.1.0, ` .2'xll8" ALUM. KcNOX5,. Kzt"LO, Kz.rABLE /,,5 n . 0.042%• Y.rKzl ✓-✓•I, P + n ((GC I -TGG I)X, a (SEALANT 13.ELgW) r, KJ„p, r`tFc'fr=3V'. 1Nr GONE I 1 \�\/ ANGLE LIP 3Cp'+ STRAPS SHALL 13E DACRON PGOY STRAPS AND F{AYE A MINIMUM DESIGN TENSILE OACRON BODY STRAP I CLEATS—DACRON UPPER HEADER STRAPS 3/6” SS TNR.UBOLT STRENGTH Of: 16001b. TOP, MID,. AhID R MOU M NG DE IL 3/A-1 -(SE EDE SB AC ED..A5.N07>=0 3(16 PILOT HOLE t SEALANT CENfEREDaOLT -� FASTENED PER MOUNTING DETAIL 5/A -I— (SEE GcrA1L 5!A -I1 •� �� SC:V:E_L6 9HAL L D= ICC OR BE)tER 5JA1NLESs STEEL AtiD SHALL FULL'T` HOUSE ROOF t COVERING \/ I PENETP-ATE 1/2" MIN. COX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH 91CAFLEX. f � (MAY VARY - ASPHALT, TILE OtHEft) 1�`II kt CONSTRUCT ON SEALANT APPLIED. 7U A 1/6" PILOT HALE PRIOR 70 AND AFTER 0, 10', 13' TALL x XOR 2' W. SOLAR PANELS "• _ �\ PLACEMENT OF THE FASTENER AS SHOWN HEREIN. 4 ° 1 ' ; 4 ° '1 THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL /�,_ENG STRAP `n . =•� `/1 . �'Q " Q'Ll 517E SF'ENGINEERING REQUIRED BEYOND. END ZONE 2 - 4' yG✓ ,� � � /,�.�� DETAIL VALID FOR 41YNZ TUNES UP t0 AND INCLUDING 150 MPH. 'THIS DETAIL NOT {I \ `� / f F �` ° ' .� q a tl Jc. VALID IN DADE COUNTY. //G . 1✓� / ,�/., O f.i i / I � CONCRETE FOOTING �R PRECAST � 3/Sx 3 1/2 S5 WE7GE BOLT 0 N (2 1/2'MIN. EMBEDMENT) Z r/ 4 J9, L j ,7 y- MID STRAPS _ / , I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL 3E FABRICATED IN ACCORDANCE `- r _-.: _� f •. /'/ r WITH THE. REQUIREMENTS OF TH ' 1 I // f —LEND 57RatF E BUILDING CODE A3 STATED HEREIN. ALL LOCAL CODE5 SUPERSEDING THIS CODE SHALL BE CONSIDERED 51' THE CONTRACTOR IN IN DESIGN AND MAY RECUIRE AGOIVONAL ENGINEERING. (8� 2. ENGINEEftINC VALID FOR SOLAR POOL HEATING .AND DOMESTIC WATER HEAVING 1 GCri!/.Thrd I !Clan. rivncrred TI;Gan '�-.,�."`-�..,-, [OOT• -t) I.--.4 APPLICATIONS, 3, Eruct INEERING VALID FOR ALL PANEL ORILNrArION5 INCLUDING VERTICAL (swwrV TT is And TtOk 1a Gum TV 5 - CLEAT ANCHORING DETAIL NTs 4 - GROUND RACK ANCHORING DETAIL' NTs AND HORIZONTAL, 4YlaWlcr,67(he COAT 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE, INSTALLERS SHALL USE hlvnda Wwldif+J Cvdn L S _ _ CAUwN TUHUA INSTALLING THE PANELS TO MINIMIZE AND D15TRIBU(E LOADING ROSS AC � 2W9ttuvlulgre > rHE ROOF SURFACE, NO WARRANTY, EXPRE55EP OR IMPLIED 15 OFFERED FOR THE 0ua'gn Craerir. INTEGRITY OF THE EXISTING STRUCTURE. 5, 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION W:nd !mFni(:x,ca Factur , SU55TRATE. . 6. NO CERTIFICATION 15 QFFFRED FOR PLUMBINC, OR ELECTRICAL WORK. R41515 A W:ndErpostuu g SIRUCTURAL CEA.TIFICATION ONLYFUR ANCHORAGE TO THE EXISTING RCOF STRUCTURE. �~�"`-^ "'-� j �.- fntutntd Vrevlum GvcttA:ivtd +!•0.1:1 ` I 1"x2'xV6" ALUMINUM 'U" CHANNEL RACK— y 2 DlMENS•!OTl5 ARE S41G'jrN lO ILLJSYf^.ATE ^E9.'G7`t l'OfCC_.5 ANO',?T:JBFi pCS1GiJ CtmpcnenbEt:I;vNf:ny x2'xl/8" ` CRITERIA. THEY MAY VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD PI MEN510N5 Uv9 jn V<vysuv +35.:F•Ir1 CHANNELS ~� / PRIOR "r0 INSTALLATION. �„.----2'x2"x2"xl/6" ALUM, ANGLE CLIP /� N'oOlharCe6ftvatlann \\\"` nry StttfvU yr Tru laud Z"x2"x2 ✓.1/8" ALUM, { /H .., ri. ENGINEER SEAL AFFIXED HERETO YALIDATE5 STRUCTURAL DESIGN AS 51{OWN ONLY. T' APPLY SEALANT IN PILOT `•- "'_' �`''- ' � !SSE: 07. 1W$ vF=C':FiC.t�T.4PiT Pa'f CCTLTFJ cT0R, a�., �T. T14DE'�'1lYiF,E'3 0.^v nu r G ANGLE CLIP I - AFPLi SEALANT IN PILOT .� 4 �... A/cS l"/"KT�'T-E'yS Wry- tAV, t'•" HOLE AND OVER FASTENER ,# HOLE AND OVER FA57ENFF. THIS i-NGINEER FOR ALL COST t DAMAGES INCLUDIN(s LEGAL FEES t APPELATE FEES 1,161.1 F,dUm tdt9 LLC TO WATERPROOF RESULTING FROM FRM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION ,LAV E. lndustnal Dr., S;c. NY TO WATERPROOF Y/\ PRAC rICEs BEYOND rHAt WHICH IS CALLED FOR B Y LOCAL, STATE, r FEDERAL Otninla City, FL 32103 �S-TILE, BARREL TILE, FLAT TILE OR OTHER / VE.4W, ISO 3/8 S5 REDTHRU7yLT I CODES t FROM DEVIATIONS OF THIS PLAN. ISO CENTERED CENYEFcED TTP,—�, 3/6" SS'THi<1!5UL1' CENTERED TYF.-�-`--^--. ROOF SHINGLE/ TILE _ 3. EXCEPT 45 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR AFFIRMATIONS ARE INTENDED. trdw Not antid waho'.'U"ud rl Rmm $val and 5:yneUui u", 22 ` V7. SYSTEM HAS BEEN DESILL GNED W1tH THE FOLLOWING LIMITATIONS; A. r0 I rTPN O (3 SECOND G OB, ROOF HEIGHT NOT TO EXCEED 3' ABOVE GRADE. '--' C, IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (AS DEFINED IN THE DIAGRAM �-,,, \ FBG IPa09AC) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING 5PEC5 10/A-1 -.._�__ 1I DATE: .SYSTEM HSS BEEN DESIGNEDOX WITH 741E FOLLOWING-, LIMIATATIONS: �""-- -" (IF ANN OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL .4pf11 21, 2 A. UP TO ISP MPH WINDS (3 SECOND GUST), ROOF SHEATHINGJ � �``�--�"�� "`�•- BE REQUIRED). 3, ROGF HEIGFlT NOT TO EXCEED 35: ABOVE GRADE. 17 C. IF ANY PORTION OF THE SOLAR PANEL LIES IN ZONE Z DRAWN 3/8" MIN. SS LAG 11. THIS DOCUh1ENi MAY NOT FSE MASTER FILED, .r [AS DEFINED IN THE FIGURE FEC 1C 026C) ADDITIONAL 801_! fCMit�{. REN. SFRAPPINC; 13 REQUIRED - SEE STRAPPING SPECS 6/4-1. 2"x4" MIN. WOOD TRUSS \\ TO WOOD TRUSSJ '� ROOF SHEATHING I'?: YHIv Er{GINEERING EXPIRES ON _ •__—_ OR UNTIL 5£UPERSEGED BY 12:IS FM T, (IF ANY OF rHE ABOVE LIMITATIONS ARE EXCEEDED OR.6LGCKING. \ NEW CODE, w'HIGHEVER COMES FIRST. 11.2,4 SPECIAL ENGINEERING WILL BE REQUIRED) ' 2"x4" MIN. WOOR TRUSS OR t3LOGK[NG '--•3/8"MIN, 55 LAG BOLT <2°MIN. PEN. TO EGD TRUSS) GGf'TRIGHT CODA Mq(=YET ENGINEERING 5cf<Flan Lite SHEET NO: Amml E SOLAR PANEL ROOF MOUNTING PLAN FLUSH) N-rs 2 - ROOF RACK ANCHORING DETAIL NTS 1 -- RACK MOUNTING OVER. TILE ROOF NTS GENERAL NOTES