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PROJECT INFORMATION
SCANNED BY st, Lucie County TURNPIKE RESTAURANTS — FORT PIERCE TURNPIKE RESTAURANTS - FORT PIERCE (1) SINGLE SLOPE SKYLIGHT REQ'D SMALL MISSILE DETAILS(UNIT SL 08) - (1) SERIES 350 SINGLE SLOPE SKYLIGHT REQ'D (UNIT SL 08) (SMALL MISSILE) Specifications (Small Missile Hurricane Tested Product) 1. Manufacturer: Sal —Area, Inc. Ten Beavers Street Newnan, GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked down. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category II. Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammans Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass @ Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black ® weatherseal; Dow Corning 795 Anodized Aluminum metal joints. E. Gaskets: Gammans #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stalgard coated unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled on 12" centers; horizontal compression plates @ 6" centers. I kUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING &TECHNICAL SERVICES DUANE D. BOICE, P.E. FL. PE LICENSE # 41707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 C.7RTIFICATE OF AUTHORIZATION 926096 D. E .� 41707 kL`1e1, �dsrs, BONA �i�ee�e 0 -DIVD �eVrn'\� CUSTOMER APPROVAL BOX PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. E, DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. L- DRAWINGS ARE APPROVED AS NOTED PROCEED WITH FABRICATION. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE AND DATE BY OUR CUSTOMER IS PROVI§kQGPfE6&VnONSLIC _ 321 N. KENTUCKY AVE. STB e LAKELAND, FLORIDA 33801 (863) 688-6595 SIGNATURE: J0 DATE: - �0 AUTHORIZED REPRESENTATIVE OF GSS CUSTOMER (SKYLIGHT SOLUTIONS)-; ` RAWN ARCHITECT PROJECT DRAWING DESCRIPTION G.G 12-12-171 GAMMANS SKYLIGHT SYSTEMS UNIT SL-08 CHECKED DATE NEVINAN, GEORGIA CUSTOMER DATE TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVE) 770-254-1992 SKY FORT PIERCE 3819 1 OF 8 0. REVISION A 8 I I 0 10 0 STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING &TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE it 41707 ENGINEERING & TECHNICAL SERVICI 27121 469TH AVE TEA, SO 67064 CERTIFICATE OF AUTHORIZATION#2 12 13 1/2 OUT TO OUT OF CURB 45 3/4" TURNPIKE RESTAURANTS - FORT PIERCE (1) SINGLE SLOPE SKYLIGHT REVD SMALL MISSILE DETAILS (UNIT SL 08) 1\ III I /1 PLAN VIEW 181 3/8" OUT TO OUT OF'END RAFTERS 3 EQUAL BAYS 6 OUT TO OUT OF CURB_ 186" 1 0 7 aE D. B� r CAi_ *1 41 Q ° a sg,o.... E sa lia ►�a�°'®'"e SECTION THRU SEE PG. #4 FOR SECTION THRU 12 3 1/2 1 OUT TO OUT OF CURB 45 3/4" LEFT VIEW FRONT VIEW RIGHT VIEW -1 - 0 WN oA ARCHITECT PROJECT DRAWING DESCRIPTION SCALE: 1 2 c.c 12-12-17 GAMMANS SKYLIGHT SYSTEMS UNIT SL-08 CHECKED DATE NEWNAN. GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER 0. REVISION A APPROVED DATE 770-254-1992 SKYLIGHT FORT PIERCE 3819 2 OF 8 CROSS SECTION FROM PAGE #2 STRUCTAL DETAILS ONLY DESIGNEDURBY ENGINEERING &TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE # 41707 ENGINEERING «TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 'ERTIFICATE OF AUTHORIZATION #26096 59 1/4" GLASS 181 3/8" OUT TO OUT OF END RAFTERS 3 EQUAL BAYS 59 1/4" GLASS OUT TO OUT OF CURB 186" 59 1/4" GLASS 171a RAW A ARCHITECT PROJECT - DRAWING DESCRIPTION G.G 12-12-171 GAMMANS SKYLIGHT SYSTEMS UNIT SL-08 CHECKED DATE NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 3 OF 8 O. IS O CROSS SECTION FROM PAGE #2 41707 I fURAL DETAILS ONLY ED 3Y EKING & TECHNICAL SERVICES D. 6OICE, P.E. CENSE#41707 ERENG& TECHNICAL SERVICES INC 69TH AVE 57064 CATE OF AUTHORIZATION #26096 SCALE: 1 1 2 =1 - 0 G.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION UNIT SL-08 CHECKED DATE NENMAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEEP NUMBER APPROVED DATE 770-254-1992 SKYLIGHT NS FORT PIERCE Q. O3819 4 OF 8 4 m Z o z N N z cn X 07 m F, IA= ccooa -♦ co N D cn CAI r� mm o� c o= A W m #114 GLAZING SHIM #818 HORIZONTAL- COVER END CLOSURE 0-4"M-no mom mmJZr'c Zm-4 MDro0-0> G)m� 04%mC:m mz-, m�m' �0C Ti 90 um -ia�" -� m m-� m D = Sim m N ] Z Z 0 p 0 0 Z D r r- m m z rn m m o m y co rn Z 0 1/2" X 3 1/2" THRU BOLT BRAC-1 SADDLE CLIP 11/32" SCRUBOLT FASTENER - (BY INSTALLER) .040 PERIM. FLASHING .040 PAN FLASHING a 2 cn 'T1 Z :T7 T -{ m m D 'm C n 70 m SECT. @ LOWER N PERIMETER m $ 5 CA 002 z 0 Nl�3� ti1►H l N6-, o- r S a o m: o m v cq00 �. #680 EPDM GASKET 1/4" X 1/2" FOAM TAPE — (NORTON V990) 1/4"-20 X 1 3/4" F.H. S.S. M.S. ® 6" O.C. END WALL FLASHING BEYOND — STEEL ANGLE BY (BY GC) ROOFING MEMBRANE (BY GC) OUT TO OUT OF CURB 3EE PAGE #4 FOR DIM. 12 3 1/2 !" X 3" X 1/8" ALUM. HORZ. SUPPORT TUBE #680 EPDM GASKET ' F - #519 HORIZONTAL COVER G) v m z ocn N z x cn m C) co co D G7 G7 a o � Ln(n O� c o= Z-i cn o m z z Vd` OOQ C, Zul �0 0 z p O m Oo 12 3 1/2 F LEAVE COMPRESSION PLATE & COVER LONG v 350 EXTENSION LEG TO CREATE 3.5"/12" PITCH WELDED TO BOTTOM OF RAFTER W/1/8" MIN. FILLET WELD ALL AROUND 1/2" X 3 1/2" THRU BOLT 11/32" SCRUBOLT -------------------- END WALL FLASHING BEYOND a ! v OUT TO OUT OF CURB 3EE PAGE #4 FOR DIM. BRAC-1 1 /4"-20 X 1 3/4" S.S. M.S. @ 6" O.C. 1/4" X 1/2" FOAM TAPE (NORTON V990) DOW CORNING 795 SILICONE LEAVE FLASHINGS LONG FOR FIELD TRIM 0—INMn 0 itu- mm-ZrC Zm-1 X?�j�G)vD G7fn.17 -_ly—:RMz ZU5C �osn Lrcn mZ0 m0w=Zcn0 Z j� O .A D O rrl n O o n <goat rn A' m c mm m O J fn O Z D � r< A cn y O' � < G rn m m a y cn 01 � I SECT. @ UPPER PERIMETER 6 -.040 ALUM. UPPER PER. FLASHING UPPER PER. PAN FLASHING CURB c-j q0 ;�2'g4T o z— J CO! m c `ea1111 s� NE D. 183 '�®r eeeb J 4D -�GENS� ooP 41707 .0 > 0 JTRUCTURAL DETAILS ONLY DESIGNED BY o" O OU ENGINEERING & TECHNICAL SERVICES �+ c w 0 S w g DUANE D. BOICE, P.E. FL PE LICENSE # 41707 \ "mo.P�•. ° ....... e oe s d°?4 F,S70 a n ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE NA'(Za '411111111111 z 0 z 0 TEA, SD 57064 N N CERTIFICATE OF AUTHORIZATION#26096 w bi of x o C) mg 0 �o N I O O O W I.- 0 W OQ H IL �w 0 W LL ON 2 to z Z CD Z N N � zE o� w J lY 0 V) -i Ld 0 W Z� w V) o z w w w Z W > - (3d03S do S31NdA 'WIO) w w W J a i? ' Z �< 0 W Do cn SCALE: FULL SCALE �"W�.� 12-12-17 GAMMANS SKYLIGHT SYSTEMS ARc"NECT PROJECT DRAWING DESCRI UNITTON SL-08 NEWNAN, GEORGIA TURNPIKE RESTAURANTS CHECKED DATE CUSTOMER SKYLIGHT JOB NUMBER SHEEP NUMBER DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 7 OF 8 o.REVISIONAPPROVED I In" nn V 1 1 /o" nA c a" n (' SECT. @ TYP RAFTER �GENg i 41707 .I •.1 •l§� >ldAIENG�° I®t6i1411�� ITRUCTURALDETAILS ORS V )ESIGNED BY :NGINEERING &TECHNICAL SERVICES )VANE D. BOICE, P.E. L PE LICENSE-1741707 :NGINEEERING & TECHNICAL SERVICES INC 7121 469TH AVE EA, SD 57064 :ERTIFICATE OFAUTHORIZATION026096 F ALE: FULL SCALE D�WG.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHREcr PROJECT DRAW NG DESCRITON 8 CHECKED DATE NEWNAN, GEORGIA CUSTOMER UNIT S L— UM SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEEP NUMBER SON DA Y PROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 8 OF 8 TURNPIKE RESTAURANTS - FORT PIERCE (1) PYRAMID SKYLIGHT REO'D SMALL MISSILE DETAILS(UNIT SL 09) TURNPIKE RESTAURANTS — FORT PIERCE (1) SERIES 350 PYRAMID SKYLIGHT REQ'D (UNIT SL 09) (SMALL MISSILE) Specifications (Small Missile Hurricane Tested Product) 1. Manufacturer: Sol —Area, Inc. Ten Beavers Street Newnan, GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked down. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category II. Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. All peaked skylights are thrusting. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammans Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass ® Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black ® weatherseal; Dow Corning 795 Anodized Aluminum metal joints. E. Gaskets: Gammons #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stalgard cooted unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled' on 12" centers; horizontal compression plates ® 6" centers. STRUCTURAL DETAILS ONLY 4 DESIGNED BY Zia: N tP� ENGINEERING& TECHNICAL SERVICES a ` tG _V DUANE D BOICE, P.E. ATE �j �����2 FL PELt"cP<•5E='41707 >•O�•, �4 �t !� ENGINFLIKiNG&TECHNtCALSERVICES INC ```o{�S' N,`� 0{' pwjy TEA, SDu57064VE F PpN g�i@ °e"* C"RTiFICATE OF AUTHORIZATION #26096 CUSTOMER APPROVAL BOX PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR, ACTUAL FIELD CONDITIONS. DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. ;. DRAWINGS ARE APPROVED, AS NOTED PROCEED WITH FABRICATIO4. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE IAND DATE BY OUR CUSTOMER IS PROVIDED BELOW. Ij SKYLIGHT SOLUTIONS LLG '= 221 N. KENTUCKY AM STE 8 SIGNATURE: ; L,4ND,FLOFIIDA33801DATE: AUTHORIZED REPRESENTATIVE OF GSS(SKYLIGHT SOLUTIONS) I unnwn uwit ARCHITECT PROJECT DRAWING DESCRIPTION c.G 12—t2-17 GAMMANS SKYLIGHT SYSTEMS UNIT SL-09 CHECKED GATE NEWNAN, GEORGIA' cusroMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER SON APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 OF 9 S J CL L,L n IL D „L£l swo Ao ino of mo Ld Q STRUCTURAL DETAILS ONLY - DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, F.E. FL PE LICENSE :. 41707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 � �RTIFICATE OF AUTHnmZATION #26096 N d O N1 D. 41 '�APIII 1?16i�4 W Q U v) SCALE: 1 2 -1 - 0 UMWN c.c DATE 12-12-17 GAMMANS SKYLIGHT SYSTEMS NEWNAN, GEORGIA 770-254-1992 ARCHITECT PROJECT TURNPIKE RESTAURANTS FORT PIERCE DRAWING DESCRIPTION UNIT SL-09 CHECKED DATE CUSTOMER SKYLIGHT SOLUTIONS JOB NUMBER 3819 SHEET NUMBER 2 OF 9 APPROVED DATE REVISIONDATE BY N v COVER END CLOSURE 1/4"-20 X 1" (6" O.C.) 1/4" X 1/2" FOAM TAPE (NORTON V990) #680 EPDM GASKET #12 X 1 1/2" TEKS (2) PER RAFTER 12 3 1/2 WEEP BAFFLE @ EA. WEEP HOLE TLEAVE LONG FOR FIELD TRIM r-1/2" X 3 1/2" THRU—BOLT C) A m z -- BRAC- 0 z N N z ;rC Cn 4. 0 o C) EXTRUDED ALUMINUM CAP co 0 (o D cn N cn< i N 11/32" SCRUBOLT ! FASTENER (BY INSTALLER) �� p� 1� p= (A .040 PERIM. FLASHING 2 9 .04 PAN ING -Ti 111 STEEL ANGLE BY (BY GC) INN ' • O(��ii m m�e��yG fTl 'ti_ o z;�= ROOFING MEMBRANE BY GC ''il"��[111 •�o\��� , 0TRUCTURALDETAILSONLY DESIGNED BY ENGINEERING &TECHNICAL SERVICES .,.,.,.,. m DUANE 0. SOICE, P.E. W m �� C p F=1. PE LICENSE 441707 ENGINEERING & TECHNICAL SERVICES INN . • • • z a =I� 77121 4F9THAVE SECT. © PERIMETER TEA, SD 57064 �_ I33 -ERTIFICATEOFAUTHORIZATION#26096 :.;.:.:.: N OUT TO OUT OF CURB A RIDGE RF 1/8" SS SECT. THRU HIP RAFTER 1 4 ONT.) ANT 1 /4"-20 X 1 1 /2" M.S. 6" 0 COMPRESSION PLATE — COMPRESSION PLATE COVER — #680 EPDM GASKET SECT. THRU RAFTER 2 4 1/4" X 1/2" FOAM TAPE (NORTON V990) - DOW CORNING 795 SILICONE STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, r E FL PE 1_ECeN r_ :t"• 17^7 ENGINEERiN �, TECHNICAL SERVICES INC 27121 469TH AJE TEA, SD 57064 "FRTIFICATE OF AUTHORIZATION #26096 SCALE: FULL SCALE G.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION . CHECKED DATE UNIT SL-09 APPROVED DATE NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER o. REVISION A 8 770-254-1992 SOLUTIONS FORT PIERCE 3819 4 OF 9 I BRAC-1 1 /2" X 3 1 /2" THRU BOLT ib 11/32" SCRUBOLT SECT. THRU HIP RAFTER PLAN VIEW yo 1 ���s✓ I ®; ��1 D. e QJ ��GENSF fie' 41707 a AL 350 HIP RAFTER STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BUICE, RE, FL PE LICEN E ar 41707 ENGINEEW NC & TECHNICAL SERVICES INC 27121 459THA E TEA, SD 57054 CERTIFICATE OF AUTHORIZATION 926096 SCALE: FULL SCALE G.G 12`--12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT SL-09NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVED DATE SKYLIGHT O. REVISIONA 770-254-1992 SOLUTIONS FORT PIERCE 3819 5 OF. 9 3 9a3„ 11/32" SCRUBOLT SECT. THRU HIP RAFTER VIEW PERPENDICULAR TO RAFTER 6 ..I 41707 1/2" X 3 1/2" THRU BOLT 350 HIP RAFTER.1 m cn STRUCTURAL DETAILS ONLY DESIGNED BY . . . . . ' ENGINEERING& TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE # 41707 ENGINEERING & TECHNICALSERVICES INC 27121 469TH AVE • • • • • TEA, SO 57064 -RTIFICATE OF AUTHORIZATION #2609F SCALE: FULL SCALE DRn G.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE TURNPIKE RESTAURANTS UNIT SL-09 NEWNAN, GEORGIA CUSTOMER SKYLIGHT JOB NUMBER SHEET NUMBER o. I REVISION A E Y PROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 6 OF 9 z O V) V(f) a-w :2 of 00 Z_ O y r' �W ~ Z xO Q i Lu v ry PL LICENSE 441707 ENGINE & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION #26096 K W � af U �Cf W J043 ¢WW Omzcs -t QJQ dWNN R NO 0, . so OWm it 6 YO OZ ►NJ MIA a_ O V ry w O U i i ® r 41707 A E�C• lG C SCALE: FULL SCALE "WG.G 12L 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT SL-09 NENMAN. GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER NO. REVISIONDA E BY PROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 7 OF 9 I,:4a DISREGARD THESE HOLES FOR THIS SPLICE CONDITION WELDED CORNER SPLICE DETAIL 1/8" SS POP D.8�i��lo .� �EN$F• J 41707 OO 00 O 0.0 INSTALLER TO SEAL AT GUTTER LOC. O O O O PERIMETER SPLICE PRE -WELDED CORNERS AT BOTTOM OF HIPS O 0 0 0 m O PERIMETER SPLICE A sMV"LDETAILSONLY DESIGNED BY ENGINEERING& TECHNICAL SERVICES DUANE D. BOICE, P.E. 8 FL PE LICENSE#41707 0 0 0 0 ENGINEERING& TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 CERTIFICATE OF AUTHORIZATION #26096 SCALE: FULL SCALE �WG.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS NEWNAN, GEORGIA 770-254-1992 ARCHITECT PROJECT TURNPIKE RESTAURANTS FORT PIERCE DRAWING DESCRIPT ON UNIT SL-09 CHECKED DATE CUSTOMER SKYLIGHT SOLUTIONS JOB NUMBER 3819 SHEET NUMBER 8 OF 9 APPROVED DATE 0. REVISION DA E B D. ALUM. EXTRUDED CUP 0.3750 0.3125 9 TYP. INTERSECTION OF JACK RAFTERS TO HIP .9912\ m SERIES 350 JACK CLIP >1 (3) #14 TEK SCREWS 1 1/2" O.C. P NOTE: COUNTER BORE OF 14 # ON C.L.O ATTACHMENT F1 JACK RAFTERS HD. OF CREW BELOW PLANETOFKGELASS LOC. jj SEE DETAIL e3 1 1/2" X 1 1/2" X 1/4" ALUM. ANGLE WELDED TO EXTRUDED CLIP (3) #14 TEK SCREWS 1 1/2" O.C. SHOP NOTE: COUNTER BORE TO KEEP HD. OF SCREW BELOW PLANE OF GLASS 0 JACK RAFTER \ (3) #14 TEK SCREWS 5/8" O.C. STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE 941707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE - TEA, SD 57064 CERTIFICATE OF AUTHORIZATION#26096 iWIT914I21 1 1 1/2" X 1 1/2" X 1/4" ALUM. ANGLE WELDED TO EXTRUDED CUP USING CONT. WELD ALONG ALL ACCESSIBLE SURFACES 41707 rz 0.6250 SCALE: HALF SCALE G.G 12e 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT S L- 0 9 NENMAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER 0. REVISION A E B APPROVED °A� 770-254-1094 SOLUTIONS FORT PIERCE 3819 9 OF 9 TURNPIKE RESTAURANTS - FORT PIERCE (1) PYRAMID SKYLIGHT REQ'D SMALL MISSILE DETAILS(UNIT SL 09) 1 f0 Z� Oros STRUCTURAL DETAILS ONLY ST.Et1CIE�EW DESIGNED BY ENGINEERING & TECHNICAL SERVICES 81�, (F N� DUANE D. BOICE P.E. TURNPIKE RESTAURANTS — FORT PIERCE 7 �� '9 FL PE LICENSE, (1) SERIES 350 PYRAMID SKYLIGHT REQ'D (UNIT SL 09) (SMALL MISSILE) EL Ct 3 n�����2� 27121ENGIN469THAVEEERING & ECHNICALSERVICESING o TEA, SD 57064 Specifications (Small Missile Hurricane Tested Product) ii- CERTIFICATE OFAUTHORIZATION#26096 PLUMIX 1. Manufacturer: Sol —Area, Inc. Ten Beavers Street Newnan, GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked dawn. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category II. Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. All peaked skylights are thrusting. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammons Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass ® Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black ® weatherseal; Dow Corning 795 Anodized Aluminum metal joints. E. Gaskets: Gammons #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stalgard coated unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled on 12" centers; horizontal compression plates ® 6" centers. CUSTOMER APPROVAL BOX PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. ❑ DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. DRAWINGS ARE APPROVED AS NOTED PROCEED WITH FABRICATION. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. ❑ REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE AND DATE BY OUR CUSTOMER IS PROVIDED BELOW. SIGNATURE: DATE: AUTHORIZED REPRESENTATIVE OF GSS CUSTOMER (SKYLIGHT SOLUTIONS) - e7erm 1 �- 1� k%:�. (0 j Dd >� '' '�� `yr u " '1' ARCHITECT PROJECT DRAWING DESCRIPTION G.G 1-12-17 GAMMANS SKYLIGHT SYSTEMS UNIT SL-09 CHECKS° DATE NEWNAN, GEORGIA - TURNPIKE RESTAURANTS JOB NUMBER SH-NUMBER cusroMER SKYLIGHT o. I o A E Y APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 OF 9 STRUCTURAL DETAILS ONLY 4oi'' esae;; DESIGNED BY 80 0-) ENGINEERING &TECHNICAL SERVICES : C .oiGENg� . �• LLI O ,L2I DUANE D. BOICE, P.E. J J aano Ao ino of ino a17o7 FL PE LICENSE # 41707 cn ENGINEERING & TECHNICAL SERVICES INC ; 27121 469THAVE-TEA IJJ 1— �ERTIFDICATEOFAUTHOR57064 IZATION#26096 %flo'• kC� ¢a�!tv !!!IA ibi:i� in J Q o LLJ p W J cn J Z¢ U Ld w—i LL Q Q cf) — M � U o o l LLJ Q Q Ld 0 a_ N <r p c J ~_ W Y I cn O vo u') I Q Iz n N ^N M \� M LLJ J Q U SCALE: 1 2 —1 — 0 DRAWN ARCHITECT PROJECT DRAWING DESCRIPTION c.c 12-12-17 GAMMANS SKYLIGHT SYSTEMS UNIT SL-09 CHECKED DATE NEWNAN. GEORGIA cusroMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APR° ED °ATE SKYLIGHT 770-254-1992 SOLUTIONS FORT PIERCE 3819 2 OF 9 COVER END CLOSURE 1/4"-20 X 1" (6" O.C.) 1/4" X 1/2" FOAM TAPE (NORTON V990) #680 EPDM GASKET 12 3 1/2 �— #1 (2) PER/RAFTERS / g m 0 D 4 m Z O 1 En N Z --gyp. A = EXTRUDED ALUMINUM CAP — co 0 N a cn ccnn 11/32" SCRUBOLT s FASTENER — (BY INSTALLER) o �m z Ld ; m co Cad zq 0 z �C/) € O T� m (.0 I p .040 PERIM. FLASHING .040 PAN FLASHING SECT. © PERIMETER 3 WEEP BAFFLE @ EA. WEEP HOLE TLEAVE LONG FOR FIELD TRIM r--1/2" X 3 1/2" THRU—BOLT i i i STEEL ANGLE BY (BY GC) ROOFING MEMBRANE (BY GC) STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE 9.41707 ENGINEERING &TECHNICAL SERVICES INC 27121 46OTFIAVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION #26096 TO OUT OF CURB BRAC-1 RIDGE RE1 1 /8" SS EP SECT. THRU HIP RAFTER 1 4 JNT.) kNT 1 /4"-20 X 1 1 /2" M.S. 6" COMPRESSION PLATE COMPRESSION PLATE COVER #680 EPDM GASKET SECT. THRU RAFTER 2 4 1/4" X 1/2" FOAM TAPE (NORTON V990) DOW CORNING 795 SILICONE STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE #41707 ENGINEERING &TECHNICAL SERVICES IN 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION 1,126096 Y�^ / 41707 v - o f i1►zaN SCALE: FULL SCALE u�nn 12 ARCHITECT PROJECT DRAWING DESCRIPTION c.-12-17 GAMMANS SKYLJGHT SYSTEMS UNIT SL-09 CHECKEDD 12 DATE APPROVED DATE NEMAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEEF NUMBER NO. 1 REVISION A E eY 770-254-1992 SOLUTIONS FORT PIERCE 3819 . 4 OF 9 1/2" X 3 1/2" THRU BOLT BRAC-1 11/32" SCRUBOLT SECT. THRU HIP RAFTER PLAN VIEW 5 SERIES 350 HIP RAFTER STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. TL PE LICENSE 941707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 67064 " RTIFICATE OF AUTHORIZATION#26096 SCALE: FULL SCALE G.G 12`--12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE TURNPIKE RESTAURANTS UNIT SL-09 NEWNAN, GEORGIA CUSTOMER SKYLIGHT JOB NUMBER SHEET NUMBER o. A Y APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 5 OF 9 g g83" BRAC-1 _ _ - - - 7 o 1/2" X 3 1/2" THRU BOLT •�s2. M DENS Fdm. 41707 TF ^� 1 IIII9 oil, SERIES 350 HIP RAFTER I 11/32" SCRUBOLT STRUCTURALDETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. F'L PE LICENSE #I707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE SECT. THRU HIP RAFTER TEA, SD 57064 VIEW PERPENDICULAR TO RAFTER �.�. ,�.�.�.�. . ':,ERTIFICATEOFAUTHORIZATIONI#2609F 6 SCALE: FULL SCALE ° WG.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTWN CHECKED DATE TURNPIKE RESTAURANTS UNIT SL-09 NEWNAN, GEORGIA CUSTOMER SKYLIGHT JOB NUMBER SHEET NUMBER NO. ISIO TE Y APPROVED DATE770-254-1992 SOLUTIONS FORT PIERCE 3819 6 OF 9 6i1i111! � •. z E D. o °pJ ��CENS ' cC s'Oio aW 4170 U (� oul ow y � i3On°• ��� _ O V) w �/ _ 1•��� `tea (n U Q M W M Tr v W U~ ui a' O U :Dz U � J= Q d' z QWW- �m0u 00J� uJ nWWNN U mm;> mcc) OQW7 �Wmo W Q d2?H 0 RUCTURAL DETAILS ONLY EESGNED By NGINEERING BTECHNICALSERVICES CIUANE D. EOICE, P.E. FL PE LICENSE # 41707 (ENGINEERING & TECHNICALSERVICES INC 27121 460TH AVE TEA, SO 57064 CERTIFICATE OF AUTFiORIYATI0P8 536093 SCALE: FULL SCALE WG.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT SL-09 NEVMAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER REVS Y APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 7 OF 9 STRUCTURAL DETAILS ONLY bESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE PEEK NSEf,'P.E. PRE -WELDED CORNER SPLICE DETAIL FL PE LICENSE�41707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 r:-nrlclrnTF nF Al IT1411IRI7ATION 926096 DISREGARD THESE HOLES FOR THIS SPLICE CONDITION PERIMETER SPLICE ASSEMBLY 1 8 1/8" SS POP RIVETS 00 O D O O .O INSTALLER TO SEAL AT GUTTER LOC. PERIMETER SPLICE PRE -WELDED CORNERS AT BOTTOM OF HIPS O IN O O c>0 O 0 0 0 SCALE: FULL SCALE G.G 12`-12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION J�ACHPECK.ED DATE UNIT S L— 0 9 NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER PRODATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 8 OF 9 REVISION 9 TYP. INTERSECTION OF JACK RAFTERS TO HIP ALUM. EXTRUDED CUP STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE #41707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 CERTIFICATE OF AUTHORIZATION#26096 SERIES 350 JACK CLIP (3) #14 TEK SCREWS 1 1/2" O.C. SHOP NOTE: COUNTER BORE TO KEEP HD. OF SCREW BELOW PLANE OF GLASS (3) #14 TEK SCREWS 5/8" O.C. 5.00001 5000 1.5000 1 1/2" X 1 1/2" X 1/4" ALUM. ANGLE WELDED TO EXTRUDED CLIP USING CONT. WELD ALONG ALL ACCESSIBLE SURFACES 0.6250 SCALE: HALF SCALE u�WG.G 12t 12-17 GAMMANS SKYLIGHT SYSTEMS aRCHTECT PROJECT DRAWING DESCRIPTON 41 CHECKED DATE UNIT SL-09NEWNAN, GEORGIA • CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVED DATE SKYLIGHT NO. ON E 770-254-1094 SOLUTIONS FORT PIERCE 3819 9 OF 9 TURNPIKE RESTAURANTS - FORT PTERCE (1) SINGLE SLOPE SKYLIGHT REO'D SMALL MISSILE DETAILS (UNIT SL 10� TURNPIKE RESTAURANTS — FORT PIERCE (1) SERIES 350 SINGLE SLOPE SKYLIGHT REQ'D (UNIT SL 10) (SMALL MISSILE) Specifications (Small Missile Hurricane Tested Product) 1. Manufacturer: Sal —Area, Inc. Ten Beavers Street Newnan, GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked down. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category II. Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammons Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass @ Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black ® weatherseal; Dow Corning 795 Anodized Aluminum metal joints. - - E. Gaskets: Gammans #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stalgard coated unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled on 12" centers; horizontal compression plates ® 6" centers. STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. FOICE, P.E. A N FL PE LICENSE "41707 G ENGINEERING u TECHNICAL SERVICES INC �.Q1 y 27121 469THAVE X y TEA, SD 57064 GCERTIFICATE OF A'ITHORIZATION#26096 CUSTOMER APPROVAL BOX - PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. DRAWINGS ARE APPROVED AS NOTED PROCEED WITH FABRICATION. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) ❑ DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. ❑ REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE AI\_D DATE BY OUR CUSTOMER IS PROVIDED BELOW. SKYLIGHT SOLUTIONS LLC s 821 N. KENTUCKY AVE, STE 8 LAKELAND, FLORIDA 33801 SIGNATURE: .4863) 688-8595 DATE: — NE — — — — — — — — — — AUTHORIZED REPRESENTATIVE OF GSS CUSTOMER (SKYLIGHT SOLUTIONS) G.G !2_-12-171 GAMMANS SKYLIGHT SYSTEMS A"0H1ECT PROJECT --DRAWING DESCRIPnON UNIT SL-10 DATE NEwNAN, GEORGIA TURNPIKE RESTAURANTS CUSTOMER SKYLIGHT JOB NUMBER SHEET NUMBER REVISION �DAT��DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 OF J8 TURNPIKE RESTAURANTS - FORT PIERCE (1) SINGLE SLOPE SKYLIGHT REQ'D SMALL MISSILE DETAILS (,UNIT SL 10) 12 13 1/2 1 OUT TO OUT OF CURB 46" LEFT VIEW PLAN VIEW 99 3/8" OUT TO OUT OF END RAFTERS 2 EQUAL BAYS 1 6 -I REF. SEE PAGE #4 rA 5 OUT TO OUT OF CURB - - 104" FRONT VIEW N.. FOR SECTION THRU 3g' 0 D. B 77 , 41707. A11TE W NAi �� ONN ON �aerea®aa STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING $ TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE 941707 ENGIItEE^ING GTECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION426096 12 OPP. 3 1/2 1 OUT TO OUT OF CURB 46" RIGHT VIEW SCALE: 1 2 = - Q G.G 12=12-17 GAMMANS SKYLIGHT SYSTEMS GEORGIA 770-254-1992 ARCHITECT -PROJECT- - TURNPIKE RESTAURANTS FORT PIERCE DRAWING DESCRIPTION UNIT SL-10NEWNAN. CHECKED DATE CUSTOMER SKYLIGHT soLurloNs JOB NUMBER 3819 SHEET NUMBER 2 OF 8 APPROVED DATE N0. N Y CROSS SECTION FROM PAGE #2 41707 STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE #','41707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 CERTIFICATE OF AUTHORIZATION #26096 ,5 4 -=-I = U G.G - 12` 12-17 GAMMANS -SKYLIGHT SYSTEMS ARCHITECT PROJECT _ -DRAWING-DESCRIPTION - CHECKED DATE UNIT S L-10 NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEEP NUMBER o. S APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 3 OF 8 CROSS SECTION FROM PAGE #2 m 4: e�ENSF•. �i 41707 a S ATE Pp,.,S/ONAt-� �aaa 111111, CTURAL DETAILS ONLY MED BY JEERING & TECHNICAL SERVICES E D. BOICE, P.E. LICENSE-441707 JEERING & TECHNICAL SERVICES INC 469TH AVE SD 57064 FICATE OF AUTHORIZATION #26096 I T = I - U G.G i 2-12=17 GAMMANS-SKYLIGHT -SYSTEMS u"W Nu U N ITu�SL-10 CHECKED DATE NEWNAN, GEORGIA cusroMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEEP NUMBER o. o A BY APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 4 OF 8 12 3 1/2 �— #114 GLAZING SHIM #818 HORIZONTAL - COVER END CLOSURE mm�� rim G)Sc -;U OA -4- 7--m T�cn rnz-I n cn to �rn� Trn-1�C mrn=�03 wc� P <E G)�r m o m��-0 Q' m D Y 2 xVm S N ? p F4 r cn y m rn # n C7 m O N N 0 1/2" X 3 1/2" THRU BOLT #680 EPDM GASKET 1/4" X 1/2" FOAM TAPE — (NORTON V990) 1/4"-20 X 1 3/4" F.H. S.S. M.S. ® 6" O.C. i i BRAC-1 SADDLE CLIP 2" X 3" X 1/8" ALUM. HORZ. SUPPORT TUBE J z > N N z X �P c) 11/32" SCRUBOLT m G) co 0 -f N a FASTENER (BY INSTALLER) �\ 777 ..... N .040 PERIM. FLASHING .... � z= .040 PAN FLASHING C END WALL FLASHING BEYOND -rl m -0 m STEEL ANGLE BY (BY GC) �7 SECT. © LOWER N PERIMETER CA � .... COX)zq :ap l��� C 21 y:F. OG z n ; y.. ROOFING MEMBRANE (BY GC) �• �%' U g =2 OUT TO OUT OF CURB 00 SEE PAGE #4 FOR DIM. a �ZD; 4 m Z O1cn N z.{ m F I;= coC� co M M, to cn w o7K cr- 48 o= Z� w 0 m z Wm 002 Z c0 -� s 07 'T1 � O 12 I' 3 1/2 F i LEAVE COMPRESSION PLATE & COVER LONG — #680 EPDM GASKET #519 HORIZONTAL COVER 1/4"-20 X 1 3/4" S.S. M.S. ® 6 O.C. 1/4" X 1/2" FOAM TAPE (NORTON V990) 350 EXTENSION LEG rWELDE CREATE 3.5"/12" PITCH TO BOTTOM OF RAFTER " MIN. FILLET WELD ALL AROUND 1/2" X 3 1/2" THRU BOLT 11/32" SCRUBOLT -------------------- END WALL FLASHING BEYOND OUT TO OUT OF CURB SEE PAGE #4 FOR DIM BRAC-1 DOW CORNING 795 SILICONE LEAVE FLASHINGS LONG FOR FIELD TRIM 0-4"mmcl moco m�-4�rC Zm-A 70Nn-aD ou);u rco rr; Z n�o iiiciC3 mma �:2n La� mw G uS, a C 6Y, 1,1 m Q° O m a mm' 70 m a 4 " o !TI , . r.. ca 0 z� 0 C7 0 g r r m m' 0 0 o y co SECT. © UPPER PERIMETER 6 -.040 ALUM. UPPER PER. FLASHING UPPER PER. PAN FLASHING CURB MATERIAL ms���0 GGJ''D • OG� ®i _Zo z?vm m o C 7. 1 U 0 O O L F vi n °- Z Z 0 0 V) N w Ld g � X OU U O 0 L I d- STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. �L PE LICENSE § 41707 i-:NGINEERING & TECHNICAL SERVICES INC, 27121 469THAVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION#26096 J L w �fy L O O H� O L C7 H w �L O Jn n 41707 2 O O Z CD Z N = CD CD ZEE 0 L ZE of In w ZZ g0 Ll L z — — W LQ W� W J (3do�s do s3ladn 'wla) w W LLI w < 0 j I— o <Z w D}D cn _ sCA E: _ _ _ __ _ LL S N _ cD A 12-12—t7 GAMMANS SKYLIGHT SYSTEMS - NEWNAN, GEORGIA ARCHIECT- - -- PROJECT- - TURNPIKE RESTAURANTS DRAWING -DESCRIPTION- UNIT SL-10 - - - - CHECKED DATE CUSTOMER JOB NUMBER SHEET NUMBER APPROVED °"'� 770-254-1992 SOLUTIONS FORT PIERCE 3819 7 OF 8 Evso D Y I IA" On V 1 1 /o" Ke c a" o rr ICTURAL DETAILS ONLY SHED BY NEERING & TECHNICAL SERVICES IE D. BOICE, P.E. LICENSE # 41707 NEEMNG & TECHNICAL SERVICES INC 1469TIl AVE SO 57064 'IFICATE OFAUTHORIZATION #26096 SECT. © TYP. RAFTER 8 ^•� _ - - -w 6"IILw -PROJECT - - ' -DRAWING-OESCRIPIIUN- - - ' - - - G.G f2=t"2 t7 GAMMANS SKYLIGHT -SYSTEMS UNIT SL-10 Lt CHECKED DATE NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVED DATE SKYLIGHT REVISION 770-254-1992 SOLUTIONS FORT PIERCE 3819 8 OF 8 SCANNED BY St. Lucie Cnv,po, TURNPIKE RESTAURANTS — FORT PIERCE TURNPIKE RESTAURANTS - . FORT PIERCE (1) SINGLE SLOPE SKYLIGHT REC' D SMALL MISSILE DETAILS(UNIT SL 11) (1) SERIES 350 SINGLE SLOPE SKYLIGHT REQ'D (UNIT SL 11) (SMALL MISSILE) Specifications (Small Missile Hurricane Tested Product) 1. Manufacturer: Sol —Area, Inc. Ten Beavers Street Newnan. GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked down. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category II. Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammans Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass ® Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black ® weatherseal; Dow Corning 795 Anodized Aluminum metal joints. E. Gaskets: Gammons #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stalgard coated unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled on 12" centers; horizontal compression plates @ 6" centers. STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSES#. 41707 ENGINEERING &TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION #26096 CUSTOMER APPROVAL BOX PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. DRAWINGS ARE APPROVED AS NOTED PROCEED WITH FABRICATION. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE AND DATE BY OUR CUSTOMER IS PROVIDED BELOW. ;I SKYLIGHT SOLUTIONS LLC 321 N. KENTUCKY AVE, STE 8 SIGNATURE: LAKELAND. FLORIDA 3=1: AUTHORIZED REPRESENTATIVE OF GSS Ck'TIONS) DRAWN TE ARCHITECT PROJECT DRAWING DESCRIPTION G.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS UNIT SL-1 1 CHECKED DATE NEWNAN, GEORGIA CUSTOMER SKYLIGHTTURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER NO. REVISION I DAIE I B AP-P-F DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 OF 8 TURNPIKE RESTAURANTS FORT PIERCE 12 3 1/2 1 7 our ro -j" wm 46' LEFT VIEW (1) SINGLE SLOPE SKYLIGHT REQ'D SMALL MISSILE DETAILS(UNIT SL 11) PG. #3 FOR SECTION THRU PLAN VIEW STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING &TECHNICAL SERVICES 313" OUT TO OUT OF CHANNEL STEEL CURB -I FRONT VIEW DUANE D. BOICE, P.E. FL PE LICENSE �141707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION #26096 PG. #4 FOR SECTION THRU 12 OPP. 3 1/2 1 RIGHT VIEW umwN uAie ARCHITECT PROJECT DRAWING DESCRIPTION SCALE: 3 8 = - G.G 12-12-171 GAMMANS SKYLIGHT SYSTEMS UNIT SL-11 CHECKED DATE NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER o. REVISIONA APPROVED DATE 770-254-1992 SOLULTIONS FORT PIERCE 3819 2 OF 8 1 7 CROSS SECTION FROM PAGE #2 308 3/8" OUT TO OUT OF END RAFTERS 5 EQUAL BAYS OUT TO OUT OF CURB 313" STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. —--------- FL PE LICENSE #41707--� ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OF AUTHORIZATION#26096 OPP /� 7 ,7 SCALE: 1 2 =1 - 0" G.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT SL-11 NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER EEP NUMBER SSKYLIGHT OLUTIONS SH oN eY APPROVED DATE770-254-1992 FORT PIERCE 3819 3 OF 8 CROSS SECTION FROM PAGE No STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING BTECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE #41707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 CERTIFICATE OFAUTHORIZATION #26096 SCALE: 1 1 2 =1 - 0 Wc.c 12-12-t� GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT S L-1 1 NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEEP NUMBER REVISIONDATE Y APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 4 OF 8 12 #680 EPDM GASKET 3 1/2 1/4" X 1/2" FOAM TAPE i (NORTON V990) -1 i 1/4"-20 X 1 3/4" m F.H. S.S. M.S. ® 6" O.C. #114 GLAZING S IM #818 HORIZONTAL i � C F r COVER END CLOSURE D o-j"m-no mocA mm ZT-a zm-I F- fTl X ^_:�n> G)CDc cn z 6) a! r m c1 oa+m. mz-1 � jai �CDmDF Zrn<F -0m5 j,- mm c mM-70 m D yC3m 2 r 0 J 3q ry xc)z O O N fin•' -1 (a (Am m z < s j' n rn m m I m CD N V 03 Z n 1/2" X 3 1/2" THRU BOLT D BRAC-1 SADDLE CLIP J z D O N N 2 � W 11/32" SCRUBOLT o �\ A X co N co a cn ASTENER (BYYFIINSTALLER) c 0 s N .040 PERIM. FLASHING 0 o� c{ r o= .040 PAN FLASHING Z� A F C -Ti z � �J m —{ m m (T1 D � C n � m z SECT.. @ LOWER N PERIMETER 5Z m � C,l 0031 C qCID gIII gill. (/) D cn I �S -Ti. 'o��� °• rr — END WALL FLASHING BEYOND — v_ STEEL ANGLE BY (BY GC) ROOFING MEMBRANE (BY GC) OUT TO OUT OF CURB SEE PAGE #4 FOR DIM. i X 3" X 1/8" ALUM. HORZ. SUPPORT TUBE V) N O� r 18 om Z__q U) A 2 m C TI Z 0 m 0 rm m D C n � fTl D Z N 3 1 LEAVE COM TO CREA WELDED TO I W/1/8" MIN. 1/2" X 3 1/2" '#680 EPDM GASKET #519 HORIZONTAL COVER 12 1/4"-20 X 1 3/4" S.S. M.S. ® 61 O.C. 1 /4'� X 1 /2" FOAM TAPE � DOW CORNING 795 SILICONE SSION PLATE COVER LONG EXTENSION LEG 3.5"/12" PITCH i0M OF RAFTER -LET WELD ALL AROUND BOLT 11/32" SCRUBOLT END WALL FLASHING BEYOND- v ! o OUT TO OUT OF CURB 3EE PAGE #4 IFOR DIM. BRAC-1 -a-- _-- - LEAVE FLASHINGS LONG FOR FIELD TRIM mMyz�c zm 7DDNG)vD `OS2C i mZ ZG) a_o 4-4 Aoc o'<ME Q-*n cgo o m D m�v m D S m = cn = Z J m n z N r y j z N n n O 03 cn co T Z n SECT. @ UPPER PERIMETER 1,6 -.040 ALUM. UPPER PER. FLASHING UPPER PER. PAN FLASHING .cr— mJ Zv V CO D7 I •• U Q U O Ld w g 5 n- Z Z Q_ Q_ V) Q w w a- a_ 0 Q Q X U U O N LI J w� Ld 0 !n � w0 0 0 w 0 O � ~W ON STRUCTURAL DETAILS ONLY DESIGNED pY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICEI.1S # 41707 ENGINEERI.iG & ; ECHNICAL SERVICES INC 27121 469THAVE TEA, SD 57064 CERTIFICATE OFAUTHORIZATION #26096 0 0 z z N g of Z� U) o �0 w o Z w w Lil w (3dOlS dfl S31bdA 'WIO) .. �w Ld — Iz a Q V)z Qf U o u — LEJ } m v (n SCALE: FULL SCALE WG.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS NEYMAN, GEORGIA 770-254-1992 ARCHITECT PROJECT TURNPIKE RESTAURANTS FORT PIERCE DRAWING I UN UNITT S L-1 1 CHECKED DATE CUSTOMER SKYLIGHT SOLUTIONS JOB NUMBER 3819 I SHEET NUMBER 1 7 OF 8 APPROVED DATE REVISION Y 1/4" X 1/2" FOAM TAPE (NORTON V990) DOW CORNING 795 SILICONE #680 EPDM GASKET 1 /4"-20 X 1 1 /2" M.S. 6" O.C. COMPRESSION PLATE COMPRESSION PLATE COVER SECT. © TYP RAFTER 8 STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. SOICE, P.E. FL PE LICENSE # 41707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 57064 CERTIFICATE OFAUTHORIZATION #26096 SCALE: FULL SCALE �WG.G 12 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT S L-1 1 NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER N REVISION A y APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 8 OF 8 TURNPIKE RESTAURANTS - FORT PIERCE (1) SINGLE SLOPE SKYLIGHT REQ'D. SMALL MISSILE DETAILS(UNIT SL 11) SCANNED BY St. L"Cie Counts, TURNPIKE RESTAURANTS — FORT PIERCE (1) SERIES 350 SINGLE SLOPE SKYLIGHT REQ'D (UNIT SL 11) (SMALL MISSILE) Specifications (Small Missile Hurricane Tested Product) Manufacturer: Sol —Area, Inc. Ten Beavers Street Newnan, GA 30263 2. Design Requirements: Units shall be in accordance with approved shop drawings and shipped knocked down. Framing shall be designed to accept loading as required. City/State of installation St. Lucie, FL. Curb height above grade 35. Ultimate wind speed 158 mph. Risk category IL Exposure C. Design Code FBC 2014. Upon approval of basic details and dimensions, structural engineer will provide loads to curbs and complete analysis of skylight to confirm that units will meet loading and applicable requirements of the Florida building code. Calculations to bear seal of FL registered engineer. Curbs as supplied by others should accept all loading without deflection. 3. Materials: A. Framing: Gammons Skylight Systems Series 350 extruded 6063—T6 aluminum with 2—coat fluoropolymer (AAMA 2605) finish in Bright Silver FDSS440. B. Glass 0 Slope: 9/16" overall (1/4 clear HS; .060 pvb; 1/4 clear HS; EA #2) as provided by Skylight Solutions. C. Flashings: .040 thickness aluminum sheet with matching finish formed as detailed & approved, sent long for field trim. PLEASE NOTE FLASHINGS WILL BE BENT PER APPROVED DETAILS. IF ADDITIONAL TOLERANCE IS DESIRED, PLEASE NOTE ON THE DETAILS. D. Sealant: Dow Corning 795 Black @ weatherseal; Dow Corning 795 Anodized Aluminum metal joints. E. Gaskets: Gammans #680 EPDM below glass at all locations; 1/4 x 1/2 foam tape above glass. F. Fasteners: Stainless steel or Stolgard coated unless otherwise specified by the structural engineer. Anchors: zinc or cadmium plated. All compression plates slope to be drilled on 12" centers; horizontal compression plates O 6" centers. STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUAI4E D. BOICE, P.E. FL PE LICENSE 941707 C ENGINEER±NG&TECHNICAL SERVICES INC 27121 403TH AVE TEA, SD 57064 CER T I`=1C4TF OF AUTHORIZATION #26096 CUSTOMER APPROVAL BOX D. e0/ Od =nisi • `O< 41707 { jlIp :a:` -fOREL�?�®a�� ONA1 qo's% a srn e 1111 PLEASE NOTE AS MANUFACTURERS OF THIS PRODUCT GAMMANS SKYLIGHT SYSTEMS (GSS) WILL FABRICATE AS PER DIMENSIONS SUPPLIED/CONFIRMED BY THE CUSTOMER. THE CUSTOMER IS RESPONSIBLE FOR CONFIRMING DETAILS AGAINST ARCHITECTURAL DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. 7 DRAWINGS ARE APPROVED PROCEED WITH FABRICATION. DRAWINGS ARE APPROVED AS NOTED PROCEED WITH FABRICATION. (SUBSTANTIAL OR CONFLICTING CHANGES OR NOTATIONS MAY REQUIRE ADDITIONAL DRAWINGS AND/OR APPROVALS AT OUR DISCRETION) ❑ DRAWINGS ARE APPROVED AS NOTED, HOLD FABRICATION UNTIL FURTHER NOTICE/FIELD VERIFICATION. ❑ REVISE & RESUBMIT GAMMANS SKYLIGHT SYSTEMS WILL NOT PROCEED UNTIL AN APPROPRIATE BOX ABOVE IS CHECKED AND A SIGNATURE AND DATE BY OUR CUSTOMER IS PROVIDED BELOW. SIGNATURE: DATE: AUTHORIZED REPRESENTATIVE OF GSS CUSTOMER (SKYLIGHT SOLUTIONS) RAW G. 12-12-17 GAMMANS SKYLIGHT SYSTEMS NEWNAN, GEORGIA ARCHITECT PROJECT TURNPIKE RESTAURANTS FORT PIERCE DRAWING DESCRIPRON UNIT SL-1 1 CHECKEDD DATE CUSTOMER LIGHf SOLUTIONS JOB NUMBER 3819 SHEET NUMBER 1 OF 8 APPROVED DATE o. ION so A TURNPIKE RESTAURANTS - FORT PIERCE 12 13 1/2 1 7 our ro our aF was 46" LEFT VIEW (1) SINGLE SLOPE SKYLIGHT REQ'D SMALL MISSILE DETAILS(UNIT SL 11) PLAN VIEW I 313" OUT TO OUT OF CHANNEL STEEL CURB - FRONT VIEW 0 *./ 41707 tF 91ii4�®� F. 7 U J W UJ IV) THRU 0 STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOiCE, F E. FL PE t41707 ENGINEERING & TECHNICAL SERVICES IN 27121 469TH AVE TEA, SD 67064 ':ERTIFICATE OF AUTHORIZATION #26096 PG. #4 FOR SECTION THRU 12 L"wasOUr of 46" RIGHT VIEW SCALE: 3 C7 — 1 — 0 ARCHITECT PROJECT DRAWING DESCRIPTION G.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS CHECKED DATE UNIT S L-1 1 NEWNAN, GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER APPROVED DATE SKYLIGHT o. slo A 770-254-1992 SOLUTIONS FORT PIERCE 3819 2 OF 8 1 7 CROSS SECTION FROM PAGE #2 308 3/8" OUT TO OUT OF END RAFTERS 5 EQUAL BAYS 0 m OUT TO OUT OF CURB 313" NE D. e�i s 41707 A�l OPP ,7 STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICALSERVICES DUANE D. BOICE, P.E. FL PE LICENSE # 41707 ENGINEERING & TECHNICAL SERVICES INC 27121 469TH AVE TEA, SO 57064 CERTIFICATE OF AUTHORIZATION #26096 SCALE: 1 2 "=1 " - 0 " U�-8.13 12- 12-17 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT SL-11NEWNAN, GEORGIA TURNPIKE RESTAURANTS CUSTOMER SKYLIGHT JOB NUMBER SHEEP NUMBER A E B PROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 3 OF 8 CROSS SECTION FROM PAGE #2 ,�ENSD.8 ���aE" . `w�vJ `-G ® 41707 JRAL DETAILS ONLY :D BY :RING & TECHNICAL SERVICES ., BOICE. RE ;EN= ' 9707 :RING & TECHNICAL SERVICES INC 9TH AVE 57004 :ATE OF AUTHORIZATION #26096 SCALE : 1 1 2 =1 - 0 W G.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS NEWNAN, GEORGIA 770-254-1992 ARCHITECT PROJECT TURNPIKE RESTAURANTS FORT PIERCE DRAWING DESCRIPTION UNIT S L-1 1 CHECKED DATE CUSTOMER SOLUUTIONS JOB NUMBER 3819 SHEET NUMBER 4 OF 8 APPROVED DATE REVISIONA E #680 EPDM GASKET G) 4 m z O z t/) N z 01 m C) I A = ccooc)—i coach N � N UN 0?� c o= z� --I C -71 Z O-0 ;;0 5� —1 m -,IJ m Fri Ln D � C n 70 mz •. #114 GLAZING SHIM #818 HORIZONTAL- i COVER END CLOSURE nm-4zr-c ZM-4 m' T 0{n r`na0 a C)a+Z5 An. Dv-1-zm mrn'x Av� mnu�0 G <�'r ) M0rr m go m a a C) fi1 2 ".� = x z4 cn O N r r cn m m N m m m CA n 1/2" X 3 1/2" THRU BOLT BRAC-1 SADDLE CLIP 11/32" SCRUBOLT 1/4" X 1/2" FOAM TAPE (NORTON V990) 1/4"-20 X 1 3/4" F.H. S.S. M.S. © 6" O.C. i FASTENER (BY INSTALLER777 .040 PERIM. FLASHING .040 PAN FLASHING END WALL FLASHING BEYOND STEEL ANGLE BY (BY GC) SECT.. @ LOWER PERIMETER ROOFING MEMBRANE (BY GC) 'co.� O O' Ez � o Z �� OUT TO OUT OF CURB SEE PAGE #4 FOR DIM. 12 3 1/2 �— 2" X 3" X 1/8" ALUM. HORZ. SUPPORT TUBE C) D S; v m z 05cn N> cn a Fl m C) I;= co a co N D cn r� cn (nm O r om Z._.{ IN `0 O cz z CPJ s 0 Co9 Cul z_o 0 z i r-- c I z O` -Ti 00 #680 EPDM GASKET #519 HORIZONTAL COVER 12 1/4"-20 X 1 3/4" S.S. M.S. @ 6" O.C. 3 1/2 1/4" X 1/2" FOAM TAPE r--- DOW CORNING 795 SILICONE LEAVE COMPRESSION PLATE & COVER LONG LEAVE FLASHINGS LONG FOR FIELD TRIM 0--IN m'"O MCC mm-4Zr'C z_m--I �9>j3o'u> G)W;u Teo-t+mE7"' mZ-i C)6)�7mLn i7®A Ln -� m 3 L G) n mgotnm go m C mm-70 m D N O Z O x 0 C) Z r r m m z Nrn m m o (A cl) co W y sa SECT. @ UPPER PERIMETER 350 EXTENSION LEG TO CREATE 3.5"/12" PITCH WELDED TO BOTTOM OF RAFTER W/1/8" MIN. FILLET WELD ALL AROUND 1/2" X 3 1/2" THRU BOLT 11/32" SCRUBOLT -------------------- END WALL FLASHING BEYOND OUT TO OUT OF CURB 3EE PAGE #4 FOR DIM. BRAC-1 -.040 ALUM. UPPER PER. FLASHING UPPER PER. PAN FLASHING 51 :0 -j:2 w- wo F-- LO(If w O O � M O w (2 O a F-w Z)w O to NSF CF 41707 Fn_ _ \C o STRUCTURAL DETAILS ONLY DESIGNED BY ENGINEERING & TECHNICAL SERVICES DUANE D. BOICE, P.E. FL PE LICENSE#A°,707 ENGINEERING 8r TECHNICAL SERVICES INC 27121 469TH AVE TEA, SD 67064 "ERTIFICATF OF A„Tunr,'T7ATION 426096 z Ld LLI I I � w w J w (idols do S3IaVA 'Wla) wLLJ w dU J Q O F- Tn i- � O U z W } cn m v SCALE: FULL SCALE G.G 12-12-17 GAMMANS SKYLIGHT SYSTEMS ARCHDECr PROJECT DRAWING DESCRIPBON CHECKED DATE UNIT SL-11 NEWNAN. GEORGIA CUSTOMER TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER NO. I REVISION APPROVED DATE 770-254-1992 SOLUTIONS FORT PIERCE 3819 1 7 OF 8 /.,, on v 1 1 /n" KR c all n n 2UCTURAL DETAILS ONLY SIGNED BY 35INEERING & TECHNICAL SERVICES 1NE D. EORCF, F.E. IE LICENSE 11I 707 'INEERINC= & TECHNICAL SERVICES INC 21 4691-H AVE , SO 57064 TIFICATE OF AUTHORIZATION #26096 SECT. @ TYP. RAFTER 8 SCALE: FULL—SCALE �Wc.c i 2 12-1 GAMMANS SKYLIGHT SYSTEMS ARCHITECT PROJECT DRAWING DESCRIPTION CHECKED DATE UNIT S L-1 1 NEWNAN, GEORGIA CUSTOMER SKYLIGHT TURNPIKE RESTAURANTS JOB NUMBER SHEET NUMBER o. Vlso A B APPROVED °"'� 770-254-1992 SOLUTIONS FORT PIERCE 3819 8 OF 8