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HomeMy WebLinkAbout36213 Shady Bluff Lp"RO>EWOOD " y 5 �9 FIRST FLOOR LIVING = 1842 S.F. TOTAL LIVING SQ.FT. = 1842 S.F. COVERED LANAI = 133 S.F. COVERED ENTRY A = 17 S.F. COVERED ENTRY C = 15 S.F. GARAGE = 445 S.F. TOTAL SQ.FT. = 2437 S.F. I U) I � � W >-_z W 3: LW N L W © > Z } Y co No 70658 s = Ar - STATE OF 'WZ •10 O ; ;w. ,� .�4 O ` •�. �0 5• 's�y f NA CURRENT REVISION MEMO PRINT REVISION MEMO DATE OF REVISION REASON FOR CHANGE REQUESTED BY VENDOR CODE ITEM # REVISION NOTE SHEETS AFFECTED 12/31/10 PER CLIENT LESLIE DAY *ALL 1 CONVERTED TO BLACKPOINT. ALL SHEETS 02/05/13 PER CLIENT SUSAN WILLIAMS *ALL 1 ADDED 3 CAR GARAGE AND 2 1 /2 CAR GARAGE OPTIONS ALL SHEETS DRAWING INDEX SH # DRAWING TITLE CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 FIRST FLOOR PLAN 1.2 FIRST FLOOR PLAN 2 FOUNDATION PLAN 2.1 FOUNDATION PLAN 2.2 FOUNDATION PLAN 3A ELEVATION - A 3.1A ELEVATION - A 3.2A ELEVATION - A 3C ELEVATION - C 3.1 C ELEVATION - C 3.2C ELEVATION - C 4 ELECTRICAL PLAN 4.1 ELECTRICAL PLAN 5 INTERIOR ELEVATIONS 6 BUILDING SECTIONS M HVAC PLAN TA1 TRUSS PLAN - ELEVATION 'A' - 140MPH TA2 TRUSS PLAN - ELEVATION 'A' - 150MPH TA3 TRUSS PLAN - ELEVATION 'A' - 140MPH TA4 TRUSS PLAN - ELEVATION 'A' - 150MPH TA5 TRUSS PLAN - ELEVATION 'A' - 140MPH TA6 TRUSS PLAN - ELEVATION 'A' - 150MPH TC1 TRUSS PLAN - ELEVATION 'C' - 140MPH TC2 TRUSS PLAN - ELEVATION 'C' - 150MPH TC3 TRUSS PLAN - ELEVATION 'C' - 140MPH TC4 TRUSS PLAN - ELEVATION 'C' - 150MPH TC5 TRUSS PLAN - ELEVATION 'C' - 140MPH TC6 TRUSS PLAN - ELEVATION 'C' - 150MPH D1 CONSTRUCTION DETAILS Key - Indicates a change to budget CNR - Concrete RFR - Roofer PMB - Plumbing TRS -Truss BLK - Block TRM - Trim FIRM - Framer GAS - Gas ELC - Electric HVAC - HVAC MIR - Mirror DWL - Drywall SLV - Shelving CAB - Cabinets SCO - Stucco INS - Insulation TOP - Counter tops SHW - Shower Enc. FLR - Flooring WIN - Windows TILE - Tile Low V - Cable/Phone EPS - Foam AUD - Audio SEC -Security TAMPA CIVIL DESIGN ( i3 482--91<:8 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE Oft Y U Z Q 0 j- m 0 V J J J J 0 W LL J p O z Q Z J W 0 J W W J m U U_ O j ❑❑❑❑❑ U z _ o w D w 07 0 0 w C% cr a 0 � 0 _ a O J J Z Q z W 0 0 m V, W p N z f 0 cr o N_ m _ I_ w L O z Q % �Z oz — J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET CS COVER SHEET 40 __Ir, .s. r.s�_ 1_ ... _ � ... �, . ,n 'TGI i.�i.� � �_.. iev. �� -, i - .. _. .. <. i� ��':'AWriiv , 1s-rn«�r�r_�. _•a-3�� 35' -O" 16'-8" 18'-4" r---------- 6'-0" 6'-4" i 6'-0" 1'-4" 15'-4" A I I 8'-6" I, " 1 -4 4'-1 " 8" BOX DOWN T.O.M. BOTT. OF LINTEL 8'-0" A.F.F. PC-4 HB PC-4 L----------� T.O.M. AT 6'-8" A.F.F. ■ ■ 8'-O" A.F.F. 2 2X8 FLATWISE HUSC26-2 AT EA. END W/ ■ • ■ ■ -- ~ ■ 2 () 25 SH. ■ (6) 10d 4-3/16 DIA. X VAULT w LANAI HD. AT 6'-8" / 2-1/4" TAPCONS 3:12 0 z 0� Q 16 �s xs-o o *EGRESS MASTER SUITE / ■ ( 06 °° DEN / 00 xo o 8 -0 CLG. AFF. � ■ / o m 17-o"x13'-0" 9'-0"x11'-0" C T - o ,- 00 � Q " " " VAULTED CLG. VAULTED CLG/ 3 -7 3'-2" 2'-0" -2 1 -9 FLU FRAME 25 SH. 6-0 x 6- v / ■ PTO FURRING / HD. AT 6'-8" TEMP SGD ■ ■ ■ ■ _ l,' him _ ■ FLUSH FRAME TO FURRING 3:12L ■ T P / ■ / _ 0 PC-4 PC-4 0 Q.. I .__, 3A�LT I n 10 -0 I " MASTER BATH >M " ■ ■ ■ ■ LAT CLG_ AT C G R EAT ROOM I ii CLG. i i 2868 10'-5"x9'-1" I* C ■ ■ 35 RH. SH. ■ ■ 00 VAULTED CLG. 00 '- " x of M 16-0"x15'-0" oo T.O. PC-1 PC-4 o °- VAULTED CLG, I 8'-0" A.F.F. I ■ „ 16 A 7 1" CH FROM i 4 TO 8 -0 4 5 i 7,_ ,1 C 10, T ■ -7 o� o R of I`7 i i i o „ 10 -0 E 1 " " t " 11 1 " 2 -4 7 4 -6 7 2 -4 N �� i i i 22 x36 CLG. I 5 I o �, °O I „ of ■ o- o U i i A C ACCESS I "' Q U) `o m �`' 10 -4 4 -0 o ¢ I `�' a' �� �::� I\ 5 v¢ o o M ) I'�' i i i i i SEC. I 0 6 I �' o a = I UGG E SHELF I ' ��� PANEL �`------'� i C7k ■ _ TILE ■ OT. T 7'-4" A.F.F. i I 10'-0" SHO R 4" CLG. o w " Z M o i 3,_ „ Z o J Y in / T.P.tj wT.B. ' o VAULT1'_0» TUB I i » CORNER ■ `� ■Ld AT SHOWER-Q'"�' 2,1 8 110 -0 11 1" SHELF '-0x CLG. BEDROOM 2 0 �0 CLG. SHE �� Oo I J " N I oo U m \I 11-0 x12 -0 `r NOOK 00 O - `- i I VAUL ED CLG. ■ N r- " » 10'-0" o 00 P. 1 i Q 10-0 x9 -0 CLG. I '�' i I AUL o VAULTED CLG. I � o > G i N 3.12 u � o� 5 "o 42" H COUNERTOP 5 �, '� ���� I ■ v i 17 N 00 6'-2" 0 2'-1" 2 7 » N 3'-10" 7�"� 2'-0" - » I 12'-7 11 v to cn ci w CD i a¢2 o O 5 ( 40 1 2" H. C)■ o \ z = KNEEWALL I U a ---R-/-SOcoL _.co� N 1E EEI 00 Nv- ----- 00 d d' CD A 5to N 5068 ■ c' 6'-2" L 4'1» L 3' 10" 5' 91" 5'-1 " 6'-4j" K TCHEN B 5 LANT SH LF-n Of 00 oUo IL.�o o ii I BEDROOM 3 L Lu VAULTED CLG. 5 TOP AT 8'-0 N w �- ,> IT ca o H =� � w 11-0 xl1'-0" ■ o REF. _ �°c i 5 I VAULTED CLG. _ omo II m _' ■ O.H.C. of I �o II 10CLG. N IF—HCHXSE ------------ ------ -- cn 3:12 I ARCH FROM 5 „ ■ 71-4" TO 8' 0" O° 24" x 21 x A.H.U. K' 18" H. H. DINING PLATFOR Lo 00 14-0"xll'-8" I �i N VAULTED CLG. I O° Z2868 SC 20 MIN. FIRE W.S. LOOP _& DRAIN � ° i ¢ RATED DOOR W/C OSER W/ ■ 8 0 M A.F.F. CM WEATHER WEATHER ST IPPING AT = 3:12 PERIMETER W/ M L T'HOLD i ■ c CLG. o0 22"x54" ATTIC ACCESS 0 8'-6" 1I'-4" 4'-1 " N 20,-�" LOAD BEARING WALL GARAGE 2 2X8 FLATWISE W 1 c, (INSULATE) ■ HUSC26-2 AT EA. END W/ 19-4"x2O'-O" ■ (6) 1Od 4-3/16 DIA. X '- 8'-0" CLG. VAULT 2-1/4" TAPCONS F YE 3:12 ( 06 1 '-0" 00 DEN / Lo 91-0"x11'-0" ' _____ LINE OF GARAGE DOOR 00 - -- -------------------------- VAULTED CLG/ G T i IN OPEN POSITION i FLU FRAME ■ PTO FURRING ■ / P i T.O.M. I T.O.M. 0 -0 i 10'-0" o I _ » I / ¢ I o 10'-0" T.O.MF T.O.M i • HB > I CLG. 10'-01 8'-0" ,, I 'IVi 4' I 16-00-0 O.H. GARAGE DOOR ■ ■ 001 IF A _ T.O.M. .O.M. PC-4 T.O.MAL . PC 8 0" A.F.F. 0'-0" PC-1 BOTT. OF LINTEL 8'-0" A.F.F. AT 9'-4" A.F.F 2'-5" S-2" 2'-5" 2'-4" 2'-4" 16'-0" 2'-4" 10'-4" 4'-0" 20'-8" 35'-0" N I co N 2 1 ST FL00 R PLAN ELEVATION C c I r T.O.M. A.F.F. '-4" 20'-3 " LOAD BEARING WALL GARAGE (INSULATE) 19-4"x20'-0" ■ 8'-0" CLG. AFF LINE OF GARAGE DO_O_R____________ IN OPEN POSITION i T.O.M. i ■ 00 • HB 16-00-0 O.H. GARAGE DOOR ■ (PE)T.O.M BOTT. OF LINTEL 8'-0" A.F.F. AT 6'-8" A.F.F 2'-4" 16'-0" 2'-4" 20'-8" 35'-0" 15-4" 8" BOX DOWN BOTT. OF LINTEL PC-4 AT 6'-8" A.F.F. ■ w LANAI Z F- � CD 16'-8"x8'-O" o o 8'-0" CLG. AFF. I- > o 3�7¢ 3'-2" 2'-0" 25 SH. 6-0 x HD. AT 6' 8"] TEMP PC-4 C_ VAULT 3:12 GREAT ROOM 16-0"x15'-O" VAULTED CLG. ■ 16'- L�0 ■ o o C-4Q o M 2 . MY cov I•.. 4 U q No 70658 •'; �r 3:12 •i� ;Lu STATE OF ; 0 % A 0 Ft ��sI AA NOOK 10 -0 10-o"x9'-o" 3 yy N VAULTED CLG. =o '- 3 TOP H COUNERERTTAMPA CI V1 L DESIGN [ dj r 6 6'-2" 0 2'-1" -7 8i ,, ,. b �9 126 FA _ I JEREMY COUCH, P.E. O 5 PROFESSIONAL ENGINEER # 70658 ao L I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, = I o O AND FIND IT TO BE IN COMPLIANCE ■ A ° WITH SECTION R301 OF THE 2010 I 5 FLORIDA BUILDING CODE, RESIDENTIAL. 6'-2" 4$- » THE ENGINEER HAS NOT REVIEWED _ D THE PRE-ENGINEERED TRUSS MANUF. KITCHEN B 5 IpNT LAYOUT TO DETERMINE ANY LOAD VAULTED CLG. 5 TOP A BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES REF, AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. WINDOW SEAT SEALED FOR STRUCTURE ONL Y GENERAL OTES: DOWS TO HAV FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM FRAME. VERIFY ALL WIND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPC IONS. INSTALL RND. DRYWALL BEADS HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS\THE USE SQUARE CORNER BEAD AT DR REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BELEV ROOF RIDGES, IF ALLOWABLE PER CODETHE GARAGE IS TO BE SEPERATELIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABIT LE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM ARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 2x12 (U.N.O.) PROVIDE (2) x4 CRIPPLE STUDS AT EACH END. ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C.'.N.O. & CONNECTED AT BASE w/ (1) HTT16 T � C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED EAR RESISTING COMPONENTS. in NJ 8" CMU ■ ■ U W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABN TUB DECK TOILET PAPER DISP. - (T.B.) = 20" A.F.F. ROD AND SHELF (SGL.) - (R/S) = 60" A.F.F. ROD AND SHELF (DBL.) - (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8" = 1' 11x17 02 BLACKPOINT 1/4" - 1' 22x34 ENABLED U Z Q O U j J m j J J J p _j O W WIr p z Q Ir 0 W m U uj- O j _ _ _ ❑ ❑ ❑ ❑ ❑ U Z 0 w w O Q w ('i 0 c� V � R �/ J Z0 a Q � U z 0 W 0 m 0 W 0rr N z 0 0� N� m T I- w 0 o Z ` //♦ a. o 0 z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET FIRST FLOOR PLAN INING GAME " (" COI 14-0"xll'-8" N ULTED CLG. I 0O VAULT �=J3:12- 10'-0" CLG. 2 2X8 FLATWISE W/(l) HUSC26-2 AT EA. END W/ T '- ■ (6) 10d 4-3/16 DIA. X VAULT 2-1/4" TAPCONS YE 3:12 06 1 " 00 STUDY C RAFT L o I 9'-0"x11'-0" C X T oO VAULTED C G. FLUVFRAME ■ PTO FURRING T.O.M. P 0 0-0 00 N x 10'-0" I CLG ' ■ ■ ■ ■ � '-4 ■ ■ I- i- b�H -48 T.O.M. .O.M. Pc- 8 —0" PC-1 A.F.F. 0'-0"i 2'-5" 3'-2" 2'-5" 2'-4" 10140ff 1 4'-0" H.U. Y "' 18" H. .H. PLATFOR "' L W.S. LOOP 2868 SC 20 MIN. FIRE & DRAIN RATED DOOR W/C OSER W/ WEATHER ST IPPING AT PERIMETER W/ MrL T'HOLD --------_11 1 22"xC ACCE 2'-4„ LOAD BEARI G WALLZ'8'1" GE (INSULATE) O'-O" LG. ____ LINE OF GARAGE DOOR IN OPEN POSITION i I o 16-Ox7-0 O.H. GARAGE DOOR ' BOTT. OF LINTEL AT 9'-4" A.F.F 40'-0" 1 ST FLOOR P LAN ELEVATION A PC-4 T.O.M. 8'-0" All m ■ ■ 25 SH. PC-3 2'-4" 1 1"L 3'-2" 5'-0" 2 1/ 2 1 CAR GARAGE •H HB .O.M. -0" A.F.F. 0 I 0 CV * No 70658 :9 STATE OF : QJ e�'T�•••40R10Q•�,` ON Al v� `l 7 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPCIFICATIONS. INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED, USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE 'T GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 202 (U.N.O.) PROVIDE (2) 2x4 CRIPPLE STUDS AT EACH END. ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C. U.N.O. & CONNECTED AT BASE w/ (1) HTT16 T t C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. Is 8" CMU ■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP, 7,71 NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABN TUB DECK TOILET PAPER DISP. - (T.B.) = 20" A.F.F. ROD AND SHELF (SGL.) - (R/S) = 60" A.F.F. ROD AND SHELF (DBL.) - (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8" - 1' a 11x17 PUBLACKPOINT 1/4" = 1' w 22x34 ENABLED U z Q }- m 0 0 J J J J 0 W LL 1 Q p 0 W z z m0LL0? 0 J W = T. 2 2 ❑ ❑ ❑ ❑ ❑ U Z a w w O w Of � po= �_ a 0 J J z_ Q � U z 0 W D 0 m c� cW O �0 z G O o N 0 m w o Z //♦ Q % � z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 101 FIRST FLOOR PLAN I L ELEVATION C A.H.U. '"' 18" H. .H. DINING GAME I I I PLATFOR ■ Z2868 d oI 14-0"x11'-8" - - W.S. LOOP N VAULTED CLG. -i SC 20 MIN. FIRE & DRAIN n I Q RATED DOOR W/C OSER W/ = VAULT 3:12 WEATHER ST IPPING AT PERIMETER W/ M L T'HOLD r--- ------ 10,41 CLG. 00 22"x ATTIC ACCESS 1�'-4" 4'-1 0 ``4 25'-3" LOAD BEARING WALL GARAGE �i 2 2X8 FLATWISE W 1 c� (INSULATE) HUSC26-2 AT EA. END W/ 24'-8"x2O'-O" ■ (6) 10d 4-3/16 DIA. X '- 8'-0" CLG. VAULT 2-1/4" TAPCONS F YE 3:12 '-O" 00 STUDY CRAFLeo9'-0"x11'-0" aC), LINE OF GARAGE DO_0_R_____________ - ------ VAULTED C G. i �� IN OPEN POSITION '' FLUFRAME ■ PTO FURRING I T.O.M. P - 14 \��`,, ■ ■ ■ ■ CLG____ i ,.� /� i ■ ■ 16-Ox7-0 O.H. GE DOOR `� I 25 RH. SH. i °� ■ ■ 35 RH. SH. ■ ■ °� ao �_ » ■ ♦ ♦ ■ �- PC-4 T.O.M PC-4 N T.O.M PC-4 PC-1 8'-0" A.F.F. BOTT. OF LINTEL 8'-0" A.F.F. AT 6'-8" All 2'-4" 7» 4'-6" 7" 2'-4" 2'-4" 163-0" 214" '"L 3'-2" 10'-4" 4'-0" 20'-8" 5'-0" 40'-0" 1 ST FLOOR PLAN — ELEVATION C 2 1 /2 CAR GARAGE ■ O.M. '-0" A.F.F. WAY coU e'er At No 7065$ 9 TAMPA CIVIL DESIGN 4 FA, JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPCIFICATIONS. INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 2x12 (U.N.O.) PROVIDE (2) 2x4 CRIPPLE STUDS AT EACH END. ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C. U.N.O. & CONNECTED AT BASE w/ (1) HTT16 T � C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. IN ■ 1 8" CMU ■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1 /2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED 1: 771 BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABN TUB DECK TOILET PAPER DISP. - (T.B.) = 20" A.F.F. ROD AND SHELF (SGL.) - (R/S) = 60" A.F.F. ROD AND SHELF (DBL.) - (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8" = 1' w 11x17 BLACKPOINT 1/4" = 1' . 22x34 ENABLED 0 z m cr O j U J J J J J J Q 0 i Z zQ J r 0 W m0LL0j ❑❑❑❑❑ 0 z _ n o w ry 0 0 Q w Of a oOf a 0 J z Q 0 o z W 0 0 m � I..LI O � z O o� N m m _ �w o Z �� n o Q % � z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 92/39/90 02105113 SHEET 102 FIRST FLOOR PLAN I 35'-0" 0 I 0 16'-8" 18'-4" 1'-4" L. 15'-4" 5'-8" 7'-0" 5'-8" 1 » , n 11 » A 1 11 1 n 3 2 -8 x 2 -8 W. x 12 D. 8 WIDE 6 2 -0 4 -0 x3 -0 CONC. FTG. W/ 2 - #5 _ MONO A/C PAD REBARS E.W. i i FOOTING 0s2 I I 1 ■ ■JJ----------------- T------- -- ------ --- ■ • ■ ■ ■ CDI fUUIING \1 ' ao CD00 ' I • 0 I loo 0I cp 3 I in S2 00 I i� 0 I t� I c 9 w 1 oi� 1 S2 00 3-3 3-10 1 -41 6-10NO I I I 1 1 I I I I I I I I I I W, &XXXAXXXXXXYA F ------------------------- --- ----- 2 - #4's DIAGONAL AT J '�i 1 I I ALL INTERIOR SLAB a' 1 1 1/4" RECESS 6 CORNERS (TYPICAL) ■ i FOR S.G.D. s2 n 1 1 F 1 OI-11 2 -7 I I I I IIII GARDEN I II `IN i i iii TUB I i I c< it I I I � I I ��i�/ I - ■_ ■ I I I N I I 13 -1" ULi N6" �x — I oo i SHG'#E� i �ll�-lam �./')�\\ 2'-4411 \ 4 c -J L----------J L-----------J-L----- ,� ELEVATION AT 0'-0" (ASSUMED) `� i i i I^TUg \�I i i i i L ■ I 4 THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ ---------' I I 3 -0 6x6 W1.4xW1.4 MESH OVER 6 r------------ MIL. VAPOR BARRIER ON CLEAN, 8" THICKENED EDGE FOR WELL - COMPACTED, TERMITE I 1 i" ( ; i i SHOWER RECESS W/ (1) i ■ TREATED, GRANULAR FILL OR I i �� `--' I 1 #5 BAR CONT. BORATE TREATMENT ON FRAME 11 11 I -T II II COMPONENTS N i i^ " ( -`� \I i i 1 10'�1I ; I Ill oo i t l I L----J I I ■ I ELECTRICAL I 20 -1" CONDUIT,TO-- ISLAND I I D.W. III c SINK DISP Wr=1;il I-----� rr N- 1I ■ II,iI;I 8, » -5� c' 1 I 1 F====c=� OPT. II ■ i REF. I -a --------------- -1---____J 1 -----g_ ---- I PROVIDE COPPER LIB I ■ I ICE MAKER 15'-0" ■ I I 2'-�" 3'-10" 4'-5if " 1 ■ ■ ■ ■ IM II■ - ■ I - 3'-0" x 1'-8" W. x 12" D. CONC. FTG. W/ 2 - #5 REBARS E.W. 8'-0" 10'-4" 4'- 0 T CV I 0 T i� r-------------a-- II II , 1 00 1 1 1 I p . 1 1 1 1 ■ I 1 E-==J Li F _ � Ni i ■ I F----I I (l— III II j 1 I II LL—HI I I I I I ) Ws2 /H. --------- ---- ,--------------------------J W.H. I M PLATFORM L-------- ---------------- I ABV. 24" x �* 24" x 18" H. I `� I � I N I I WATER SOFTNER o 10'-0" ■ LOOP & DRAIN r 1 INSTALL 1/2" ANCHOR BOLTS 1 1 AND 2" DIA. WASHERS AT 2'-0" O.C. (MAX) CENTERED ON WALL. i s2 (REFER TO FLOOR PLAN FOR 00 I i WALL THICKNESS AND LOCATION) I co 1 I F-j �I I ■ S2 ------------------------ __ji CONTROL JOINT -- - j-----------I °O I �I---- Zj I a; I o N > o 1 ; 20'+-0» I I 1 ■ -- -I I I 1 1 I I 3/4" DP. x 13" W. #■ 9 RECESS FOR 8'i gn s2 GARAGE DOOR 5 8" 1 I • H.B. I �0 2'-4" 35'-0" 16'-0" 20'-8" 2'-4" 00 0I 00 I T N 0 I T CV I I 00 00 I c 3 Lr, s2 200 I FOUNDATION PL WINDOW SEAT i 3'-3" 3'-10" 1'-4'1 6 I I <+- i ■ ■ ■ ■ 1 I 1 1/4" RECESS ■ i FOR S.G.D. I I I I I I ■ ■ i ,� ELEVATION AT 0'-0" (ASSUMED) 4 THICK, 2500 OR 3000 P.S.I. i CONCRETE SLAB ON GRADE W/ 6x6 W1.4xW1.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL OR BORATE TREATMENT ON FRAME COMPONENTS ■ i ELECTRICAL 1 I CONDUIT, N ISLAND I D.W. 1 j _L- -- -� ==F====F - 1 ao ff_L mil wI i CL 1�-11 `-%`11 1 -4 II gI �I m z 00 L__. I I I= I N to o I I 1I- 1I NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. ALL CONTROL JOINTS TO BE 1" DEEP. ■ = FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. • = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS LLB- -�LJ ,` 0 C 1 6 �` �.••' G E•N I 1 4 " No 70658 •: �it cD • .1 ■ I I REF. I 9 :• STATE OF ---------------- -L---__- --- ., • 4 O R " •O•• '9/15 AN ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION TAMPA CIVIL DESIGN '?-A 1P ,.. f73 ;�i JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y - n r a 11x17 BLACKPOINT = 1' . 22X34 ENABLED z m O J U J J J J J W -•� � Q p O Q �Z0_!w Z W J IIm J m0u.Oj ❑ ❑ ❑ ❑ ❑ U zo w Of w 0 Q w cr 0 �_ 0 O J J z Q Q z z mM 0 W D 0 W W 0 N z 0 o� N� m T 2 ~ w g o O_ o 0 Q % z z ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 2 FOUNDA TION PLAN NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. ALL CONTROL JOINTS TO BE 1" DEEP. = FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. A = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. • = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL .' AT CORNERS MY • Co !o,-.. cly No 70658 � r � • r STATE OF :i14J ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION TAMPA CIVIL DESIGN 528 hRLIt �1 F AD 7AhIT - FIL 3,362-1 (,81"') 482--9128 FA JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY SCALE: 1/8" = 1' 11x17 1/4" = 1' • 22x34 z CL fr W W Q U Z Q 10 }-O9UJJ m LL J J J J Q O W i p z Q Z Q J w w J m m U w O ❑ ❑ ❑ ❑ ❑ U z 0 ^ •� w LL � D w O Q of w cr �_ V OOf c� a 0 J Z o � z WCL 0 m 0 0 W � z p p� O jr N Ld m I -F w c) o Z ` o z oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 201 FOUNDA TION PLAN r P 0 I i� a I 0 I IN I A.H. % � I . (H) i 2 - - - --- ------- ---- L - - - - - - - - - - - - - ------------� W.H. ' I PLATFORM ABV. 24" x L------------- 24"x 18" H. I I I WATER SOFTNER 0 10'-0" ■ LOOP & DRAINcl- t t I I INSTALL 1/2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" O.C. (MAX) CENTERED ON WALL. I 2 (REFER TO FLOOR PLAN FOR WALL THICKNESS AND LOCATION) _ � I �I I ( ■ j I of o I I �L--- ------CONTROL JOINT ------------------ ------------------ J--- I j I o I 30'-0"oo I I I REFER TO MAIN PLAN FOR ■ i �; 1r' -- I I INFO NOT SHOWN i i ■ d+-- - - j �'�/ I ��■ ■ i 3/4" DP. x 13" W. 4" DP. x 13', W. RECESS FOR R ESS FOR 1 2'-�" 3'-10" 4' �5" I I 9 GARAGE DOOR GA E DOOR i H.B. a" I 8„ s2 I 5 A. Q" 5 I Q,• I- - --------- ------- 1'-4" W. x 12" D. 7 CON . FTG. W/ 2 - #5 REBARS E.W. 2'-4" 5'-8" 2'-4" 10'-4" 4'-0" EM t I s2 I I �-----------------------L----------- ---- .............. 1 � oil1 2'-4" 45'-0" 2 FOUNDATION P ELEVATION A 1 30'-8" 3 CAR GARAGE S2 i o ■ ■ 3'-4" 8'-0" '-0 IDE COPPER LIN ,I ICE MAKER A. � `WH -,' ------------------------- -------------1 W.H. PLATFORM ------ PN ---------------- ■ ■ I I I I I I � I I I I I --- I � 1 I II I LI I I 15'-0" �I � I /-5 2-43'-10" " I —--------- d- U oOF I � c ■ ■ ■ ■ MO_ -77 3'-0" x 1'-4" W. 12" D. 7 CON". FTC. 2 - #5 BARS E.W. 2'-4" 5'-8" 2,-4" 10'-4" 4'-0" ABV. 24" x 1 I 24% 18" H. � i I WATER SOFTNER 10'-0" ■ LOOP & DRAIN I I INSTALL 1 /2" ANCHOR BOLTS I AND 2" DIA. WASHERS AT 2'-0" 1 O.C. (MAX) CENTERED ON WALL. s2 (REFER TO FLOOR PLAN FOR I WALL THICKNESS AND LOCATION) F 1 1 I ■ 1 I zl o_1 o 1 S2 ------------------ J1 - CONTROL JOINT -- -----------------1 , CD I t 1 I 25'-0" REFER TO MAIN PLAN FOR 1 INFO NOT SHOWN 1 ■ I I 3/4" DP. x 13" W. i ■ RECESS FOR t 9 GARAGE DOOR i H.B. s2 8" i 8» 5 • -00 S2 ill- II ------------------- -------------------------- ■ ■ ■ �- ♦ ♦ ■ 2'-4" MONO FOOTING 40'-0" FOUNDATION PLAN ELEVATION A 2'-4" 2 1/2 CAR GARAGE 5'-0" I N 00 I 0 1 0 N 0 CV I _I N o ` I NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SO. ALL CONTROL JOINTS TO BE 1" DEEP. ■ = FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. A = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTC. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. 0 = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS * No 70658 ; • • :• STATE OF : WW ♦ .• iL 31 ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION TAMPA Cl VIL DESIGN ,,; , ' ;, R , � r; z , r 01i 4ii2- JEREMY COUCH, P.E. PROFESS/ONAL ENGINEER # 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE Oft Y SCALE: 1/8" = 1' w 11x17 BLACKPOINT 1/4' = 1' w 22x34 ENABLED 0 Z a cl m 0 U J J J w�°za _j a > r z w p J Cr w I m0L.O_j _ ❑❑❑❑❑ U z o w w w of pc� tr O J J Z Q Q (3 z w 0 O M �■. /� VrJ 0 cw O z L O p N 5 m T 2 ~ w O 0 `` •, a- o o0Z a � Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 02105113 SHEET 202 FOUNDA iION PLAN F \ FRONT ELEVATION - WINDOW SEAT SCALE: 1 4 = 1 -0 REAR ELEVATION SCALE: 1 8 = 1 I LEFT ELEVATION SCALE: 1 8 = 1 -0 RIGHT ELEVATION SCALE: 1 8 = 1 I LEFT ELEVATION - WINDOW SEAT SCALE: 1 8 77 = 1 -0 12 T' ' f :I>> V M. e7l ........... .. ivr T. TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN - ELEVATION 'A' SCALE: 1 8 = 1 -0 77 x � ;'. t K F. `� 1 I n i .1 ' FRONT ELEVATION - 'A' SCALE: 1 4 - 1 -0 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. i'-0" TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN --WINDOW SEAT SCALE: 1 8 - 1 -0 �p'%mY co �4.. :• S * . No 70658 • • • r s � ' STATE OF . 441 , 0 'c •4 TAMPA Cl VIL DESIGN 4: ,= FL JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT i HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BL.AC KPOI NT ENABLED U z Q >=OUJ� m j J J J W Q p z Q Z J W [C W J m U u_ O ❑❑❑❑❑ U z _ o w w U) 0 Q w Of a� Oftf a 0 J J z Q � � z _' W a 0 m WC 0 N z L 0 p N� m w CD O S Z ` Z ZT41 .__I z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET LINE OF INT. HIP VAULT 12 6� ELEV AT 8'-0" _ T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF ELEV AT 8'-0" ----- T.O Ml 110 ELEV AT 0'-0" 1ST FLOOR F ELEV AT 8'-0" — T.O.M. ROOF VENTS 12 (TYP.) 6 SHINGLE 12 ROOF TEXTURED GRADE LINE FINISH (ASSUMED) 12 ,16 REAR ELEVATION SCALE: 1 8 71,= 1 77 LINE OF INT. HIP VAULT 12 6SHINGLE INE OF INT. 12 ROOF HIP VAULT �3 ■B 0 TEXTURED FINISH F.G. �•� - ------- ------------- GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 71= 1 —0 1. .. mr/ URED H ELEV AT O'-0" 1ST FLOOR FF 12 6 SHINGLE TEXTURED FINISH ELEV AT 10'-0" T.O.M. ELEV AT 83=-0'_ T.O.M. co 2'-C" TYP. RETURN --- AT SIDES—ELEV _AT0'-0" 6 1ST FLOOR FF — ROOF VENTS 12 (TYP.) 12 SHINGLE 6 ® ® ® 6 ROOF 12 LINE OF INT. HIP 12 6 SHINGLE 12 VAULT 6 SHINGLE ROOF ^� 3 ROOF - - `---- ELEV AT 80" T.O.M. 2'- 0" TYP. RETURN TEXTURED co AT SIDES FINISH -1 El C-D -A rik ELEV ATO-0 ----- --- -- 1 ST FLOOR FF GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 —0 ROOF PLAN SCALE. 1 8 TEXTURED KEYSTONE (TYP.) ELEV AT 0'- 0" (SEE DTL. B/SHT D1) -1ST FLOOR FF 1" THK. X 6" RAISED SAND FINISH 12 BANDING 6 LINE OF INT. HIP VAULT T.O.M_AT ENTRY �_— 10'-0"--------------- 3 - ELEV AT 8'-0" ------------------------ - - 12" 1'-0„ TYP. OVERHANG AT HIP (U.N.O.) ELEVATION 'A' 1 —0 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 10" SQ. DECORATIVE TILES- (TYP) -- -——--------- - — - - ---ELEV AT 12'-5"- 6" RAISED SAND T.O.P. FRIEZE BAND G.C. VERIFY FASCIA CALL TEXTURED KEYSTONE ( OUT (TYP.) (SEE DTL. B/SHT D1) -------- ---- ------ - -------- ---------------- - --- - - - - -ELEV AT8'-8 5' 12 T.O.M. 18"X63" DECO. EPS SHUTTER o El ❑ ® ® (SEE DTL. C/SHT D1)CD a 1" THK. X 8" RAISED SAND 1" THK. X 8" RAISED SAND FINISH BANDING (TYP.) FINISH BANDING (TYP.) ®®®®®®®®®®® 00 TEXTURED FINISH TEXTURED FINISH ® ® DEIE]. CD AT0 ELEV AT 0'-0" — — — ELEV ST— LO0R F- — _ff 1ST OOR FF GRADE LINE (ASSUMED) `ass BEM..•COL k' E. IqC * No 70658 o. • .. �'Q• •ir2 :• STATE OF %000 # & Q tfill 40 12 12 6 6 ROOF VENTS (TYP.) SHINGLE ROOF 12 (TYP.) 12 6 6 16 SADDLE (TYP.) 1" THK. X 8" RAISED - SAND FINISH BANDING FRONT ELEVATION — 'A' SCALE: 1 4 = 1 —0 77 — 3 CAR GARAGE TAMPA CIVIL DESIGN 5289 f 8 PHOINE JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y vGBLACKPOINT ENABLED z a w a 0 z Q m oc J J U J U J -� w LL J o > a Z z J w Q J w W J m0LLO? D 2 = 2 2 L CO ❑❑❑❑❑ U z — o a: w Of (f) 0 W Om O J J z d Qz W0 m . A 0 V , 0 w z 0 p o 0 Nin in T I- w 0 o z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET ELEI/ 11111111N - A LINE OF INT. HIP VAULT 12 \ 6 __ ELEV AT 8_-0 --c----- ELEV AT 8'-0" TEXT 0i � FINISco ri ELEV AT 0'-0" 1ST FLOOR FF ROOF VENTS 12 (TYP.) 6 SHINGLE 12 ROOF 3� - TEXTURED) GRADE LINE-/ FINISH (ASSUMED) 12 �6 LINE OF INT. HIP VAULT T.O.M. URED H ELEV AT 0'-0" 1ST FLOOR FF 4 REAR ELEVATION SCALE: 1 8 = 1 -0 12 12 6 SHINGLE RnnF TEXTURED 6 SHINGLE FINISH LINE OF INT. 12 ROOF _ — ELEV AT 10' _0" HIP VAULT �3 C__ _- T.O.M. 6 ELEV AT 8_-0' --------__ ELEV AT 8'-0' ----- T O.M!----- El FB_1 S-1 0 TEXTURED 00 2'-0" TYP. 10 FINISH RETURN F.G. � AT SIDES ELEV AT 0 -0" ELEV_ AT 0'-0" 1ST FLOOR F ----------------------- — - — - — — - — - — - — - — - — - -- ---1ST FLOOR FF GRADE LINE (ASSUMED) 3 LEFT ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS 12 (TYP.) 12 SHINGLE 6 � � � 6 ROOF 12 LINE OF INT. HIP 12 SHINGLE VAULT 6 6 SHINGLE ROOF _ 2 3 ROOF - _ „ ELEV AT 8'-0" _ --- ELEV AT 8'-0 ----- T.O.M. T.O.M. ----- ----------------------- ----------- --------- r II II II II I I Nw� II O r---------1� Ir--------- ---------- ---------- ---------- II II II II II II II II II II II II II II II II 'I BII Ii II 6:12 SLOPE �m 6:12 SLOPE II VALLEY II II cv� II II I I � � O II I I II C/) II II w II II � II II 0 II 6:12 Q Lu _SLOE CRICKET � ---- - 6:12 II — --__SLOPE ------------JI - - - - - - - - - - - - - - - - - - - - - - J 111 1 O TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN - ELEVATION 'A' SCALE: 178 = 1 7=077 2'-0" TYP. RETURN TEXTURED 00 AT SIDES FINISH _ TEXTURED KEYSTONE (TYP.) ELEV L R FF — ____ ________--- _ ______ _____ _ _______ ___ _ _ _ _ _ _ __ 1ST10 FLOOR 0'=0' 1ST FLOOR FF 1ST FLOOR FF � (SEE DTL. B/SHT D1) GRADE LINE 1" THK. X 6" RAISED SAND FINISH (ASSUMED) BANDING LINE OF INT. HIP VAULT RIGHT ELEVATION SCALE: 1 8 = 1'--0 12 T.O.M_AT ENTRY 10'-0"------------- _ �Ijj--�...ELEV AT 8'-0" Y' I- O-M.- - - — - —-— -- — - — - — - — - — - — - — - - - - 12" 18"X63" DECO. EPS SHUTTER o (SEE DTL. C/SHT D1) o 1" THK. X 8" RAISED SAND FINISH BANDING (TYP.) TEXTURED FINISH ELEV AT 0'-0" ST-FL66f� -FF -- - N G: 12 6 .o I II II II II II II II II 6:1 I SLOP I II II II II II II II II II II 12 6 ROOF VENTS (TYP.) SHINGLE ROOF (TYP.) 12 12 6 6 SADDLE PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 10" SQ. DECORATIVE (TYP) Z�ILES --- ----- ---------------ELEV AT 16 RAISED SAND T.O.P. �7- FRIEZE BAND 1" THK. X 8" RAISED TEXTURED KEYSTONE SAND FINISH BANDING1 Z(SEE DTL. B/SHT D1) IN I -all I 1� � IN 11 110.11milmilini INI I- Swilim-110411081 Wal Imi R GRADE LINE (ASSUMED) 2 CAR GARAGE G.C. VERIFY FASCIA CALL OUT (TYP.) ----------- -------------- ELEV AT 8_8" 5 12 T.O.M. cn QCD 1" THK. X 8" RAISED SAND J FINISH BANDING (TYP.) o� TEXTURED FINISH o i­ 0 _ — — ELEV AT 0=0"� ,` 1111 t111itr 11'r �EMY C0V��''� * No 70658 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70656 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y U Z a d } - m OUJ-j j J J J �-iQO> w I o ° a J Z Q O? W m0ii Z) _ ❑ ❑ ❑ ❑ ❑ U z w ry- Dw OV) Q w ,R O V 0 a 0 J Z Q z z J W O 00 0 w z M p O I_ Lu m = F-- w 0 o IZ z oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 3. ELEV ION FRONT ELEVATION - WINDOW SEAT SCALE: 1 4 = 1 70 REAR ELEVATION SCALE: 1 8 = 1 I LEFT ELEVATION SCALE: 1 8 = 1 -0 ® Lou "k RIGHT ELEVATION SCALE: 1 8 = 1,- LEFT ELEVATION - WINDOW SEAT 12 SCALE: 1 8 = 1 -0 ROOF PLAN SCALE: 1 8 TYP. OVERHANG AT HIP (U.N.O.) ELEVATION 'C' 1 -0 77 FRONT ELEVATION - 'C' SCALE: 1 4 - 1 -0 W, ----------------------- I - -------- II I II I II II II it II N � II II II II II � OJ N II r-------------------,� Ir--------- - II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II I I I I I I II I� I I 6:12 I I it SLOPE Ii I I � II II 6:12 � .. II SLOPE II II II II II II II II II II B II II II II II II II II II II II II II II II II II II II II II II II BII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II r------, II II II II II II II II II II II II II II II IL-----------JI II 0 C) II II Cy- -----------i ao L------------- ----------- J 1 ,—On TYP. OVERHANG AT HIP (U.N,O.) ROOF PLAN --WINDOW SEAT SCALE: 1 8 - 1 -0 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TAMPA CIVIL DESIGN i J�49 ar1...1CYt r lA0 j i s f 2il:' P -•.., JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y x , EMY co(/ 2 No 70658 r • • r r 'Di _ •fiA 0 z a j - m OUP— J � J W u_ _j p z Q Z U Q u J O W m j ❑ ❑ ❑ ❑ ❑ U z _ I o w Dw O Q w af O V ry O J Z Q � U Z J w0 m Cl W o N z O �_j N � m _ I_ w O ry Z Q % �Z �Z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 3C ELEVATION - C LINE OF INT. HIP VAU LT 12 r- rik ELEV AT 8 -0 _ T.O.M. ELEV AT 0 -0 _ 1ST FLOOR FF _q�ELEV AT 8 -0" _--- T.O.M ELEV AT 0'-0" 1ST FLOOR F ELEV AT 8 -0" ----- T.O.M. - rik ELEV AT 0'-0 1ST FLOOR FF ROOF VENTS 12 (TYP.) 12 6 16 SHINGLE 12 ROOF LINE OF INT. HIP VAULT IN] roi -,I TEXTURED-/ GRADE LINE) FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 77 = 1 -0 T.O.M. IRV URED H ELEV AT 0'-_T 1ST FLOOR FF 12 SHINGLE ROOF 6 SHINGLE INE OF INT. 12 ROOF HIP VAULT �3 2'-0" TYP. 00 xJ3 TEXTURED 00 RETURN EE FINISH 1 AT SIDES F.G. GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 12 Lao 6 - ELEV AT 8'-0'_ T.O.M. - ELEV_ AT 0'-0" 1ST FLOOR FF ___o_ 12 12 LINE OF INT. HIP 6 SHINGLE VAULT 6 �SHINGLLE ROOF _ 13 ROOF -- __ --- ELEV AT 8'-0 T.O.M. 2'-0" TYP. RETURN TEXTURED 00 AT SIDES FINISH - ---- ------ --------------------------------------------- =4=rLELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 78--'�_ 1 -0 TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN - ELEVAT ON 'C' 77 SCALE: 1 8 - 1 -0 12 6� LIN INT. HIP VAULT FALSE F.G. TEXTURED FINISH 12 1" THK. X 6" RAISED 3 l____ -_ `SAND FINISH BANDING ELEV AT 8'-0" -T4M.---- - TEXTURED BANDING TEXTURED FINISH- 1X6 TEXTURED BANDING TEXTURED BANDING ELEV AT 0'-0" ST- ft6OR--FF --- - ALIGN TOP OF BAND WITH BOTTOM OF WINDOW 0 0 T' THK. X 6" RAISED SAND FINISH BANDING �ROOF VENTS (TYP.) N 12� �N 6 Im �1" THK. X 6" ----SAND-FNSH- 6" FRIEZE BANDING (TYP) 12 6 -FALSE F.G. N N TEXTURED ED FINISH -------------- - G.C. VERIFY FASCIA CALL OUT (TYP.) I I INNIS i I�i i�i ii I- -�WIN FRONT ELEVATION - 'C' SCALE: 1 4 ly= 1 -0 GRADE LINE (ASSUMED) - 3 CAR GARAGE PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT, ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. My co I * No 70658 • • r :9 STATE OF p •. ,� ; •�v�. �'�,��`� • O R I Q.P``,,.�N - - - - -ELEV AT 8'=0" T.O.M. U_ TEXTURED FINISH 0 TEXTURED BANDING to 0 _ ELEV AT 0'=0" OOR FF Utz TAMPA CIVIL DESIGN F.7 7. }f 4 ii.l1 hIIr. JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y U z Q 10 j_ m O u_ U J J J J J I.I.! C) Q z U O LE j O w m j D ❑❑❑❑❑ U z 0 w w V) O C)w O ct O J J z Q Q � U z 0 W 0 m 0 0 p Om Nm _ �w 0 o z ` a oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 3.1C ELEVATION - C ROOF VENTS 12 (TYP.) 12 LINE OF INT. HIP 6 6 VAULT LEV AT Eli: LINE OF INT. HIP VAULT _EV AT ST FLOOR FF ELEV AT 8 -0" ELEV AT 0'-0" 1ST FLOOR TP _ EL_EV AT 8'-0"_q�_ — T.O.M. ELEV AT 0'-0" _ 1 ST FLOOR FF - 12 SHINGLE 12 ROOF 31 - TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 Ct c-_ - ELEV AT 8'=0"_� T.O.M. URED H ELEV AT 0'-0" 1 ST FLOOR FF 12 SHINGLE 6 SHINGLE ROOF INE OF INT. 12 ROOF HIP VAULT ---ELEV AT 8'-0-- T.O. M. 2'-0" TYP. /)3 0 TEXTURED 00 RETURN FINISH AT SIDES F.G. -� -- ----- - ----- ----------- — - — - — - — - — - - — - — - — - - — - — - — - — — ---ELEV ATO'-- __q� 1ST FLOOR FF GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 77 = 12 12 6 6 SHINGLE ROOF 1 "-0 ROOF VENTS (TYP.) 12 Lao 6 LINE OF INT. HIP SHINGLE VAULT ROOF � 12 ---_ ELEV AT 8'-0—__ji0_ T.O. M. 2'- 0" TYP. RETURN TEXTURED co AT SIDES FINISH co GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 70 Imalls ELEV AT 8'-O" T$-IvF.---- TEXTURE BANDING TEXTURED FINIS 1X6 TEXTURE[ BANDING TEXTURE BANDING ELEV AT 0'-0" 1 S�F- FL60R-FF — ELEV 1 ST FLOOR FF ----------------------- II II II II II II II II it II it W II I I N n I I I I to cn I I Ir-------------------J II II II I I tiiA �Q II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II I� 8 II II II II �� II I 6:12 _ II _ 6:12 SLOPE II SLOPE W B II p II II II II II II II II it it it II II II it II II II II II II 8 II II II II II II II II II I II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II I II I II II II r------, II III I II II l IL----------- L------------------------J TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN — ELEVATION 'C' SCALE: 1 8 = 1 —0 1'-0. I I I I I I I i II II II II II II II II II --I I I PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. EMY �co Doff ��.• ��.��c E NdF cy * No 70658 S-nt %Q: TAMPA CIVIL DESIGN rIat y1 :5'!28' i JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y r � F U z 0 j- m O U J J J -� J LL 0 W Z p z J Q W Q j w W J m0u.O? ❑❑❑❑❑ U z — o a. W W O C)W �_ a p O J J z Q U z W 0 m 0 U W M z p 0 Nm m 7—I— W 0 o z a- o �� a � oz z u ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET ELEVA PON - C ON - SCALE: 1 -------------I I ON-0 BOX (16" X 28") I I I I I I I I ATTACH TO `y I I STUD 00 I I I RANGER AMERICAN (14" X 14") I CLOSET `14 -- WALL TYP. STUD AT 6 2'-6„ , 24" O.C. SECURITY 2"' = 1'-0„ DTL. PREWIRE -_ _ _--- ' PREW IRE AT 6'-0" ---- AT 6'-0" 1ST FLOOR ELECTRICAL_ PLAN ELEC. METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARC FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. ELECTRICAL_ KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 4 PLEX OUTLET WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,Q, RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 48" FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) sD COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT TQ THERMOSTAT a TELEPHONE (OPTIONAL) Tv❑ TELEVISION (OPTIONAL) ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH "I PREWIRE AND ROUGH -IN FOR CEILING FAN J AND LIGHT NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" TELEPHONE .... ..... 14" GFI OUTLETS ...... 42" TELEVISION .......... 14" 3, ALL COMBINATION CARBON MONOXIDE / SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED COMBINATION CARBON MONOXIDE / SMOKE DEFECTORS. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.E.C. 2008, F.B.C. 2010, N.F.P.A. 70/2010, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: ' 1/8' = 1' . 11x17 , BL CKPOINT 1/4" = 1' • 22x34 ENABLED U Z Q Q m cc O j U J J 0 J J IJ'J'Ir J J Q p O Z > Q r Z W 0 J J w W J m0L.O= ❑❑❑❑❑ U Z _ CL Q w w o O w a 0 U a 0 z_ Q Q � U z _' D W 0 0 m CW O N z L 0 p o Nm m _ � w 0 om Z �Z o z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/90 02/05/13 SHEET II ELECTRICAL PLAN ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARC FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 4 PLEX OUTLET ='�`WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 48" FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) so COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT THERMOSTAT TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) UE ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH PREWIRE AND ROUGH -IN FOR CEILING FAN J AND LIGHT NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42' OUTLETS.............14" TELEPHONE ......... 14" GFI OUTLETS ...... 42" TELEVISION .......... 14" 3. ALL COMBINATION CARBON MONOXIDE / SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED COMBINATION CARBON MONOXIDE / SMOKE DETECTORS. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.E.C. 2008, F.B.C. 2010, N.F.P.A. 70/2010, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY SCALE: ' 1/8"=1'.11x» 09 BLACKP INT 1/4" = 1' s 22x34 ENABLED U Z Q j- m 0 J V J J J J 0 W J < Q p 0 Z Q Z 0 u .aJ 0 W m U j =) = 2 2 m ❑❑❑❑❑ U Z o w w 0 Q w ct 0Of 10 0a 0 J J Z Q z z 0 W 0 m � Of 0 W 0 �z 0 p� N� m w CD O Z a % oz Z uu ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 401 ELECTRICAL PLAN mm STD. KITCHEN I 5'-5" E MASTER BATH A I 0 00 I v I 7 3'-4» �8pp 9'-0" NICHE @ FAMILY FI 19�]eIlE:1 la 3'-0" 3 - '-0" 2'-0" z O W3612 W3630 W2430 �DC243OR I CV REF. `� of SPACE 4" B.S. TYP. I _00 B36 BBC45L 3'-0" 3'-0" 3'-9" 3" PULL STD. KITCHEN F MASTER BATH � BATH 1 SINK W/ DISP of 24" D.W. i� BEP3LL S836 912L 3'-0" -0' QLiLcHEN ISLAND ARCH @ KITCHEN TO HALL 4" B.S. (lYP.) co o I I � i� B30 2'-0" 2'-6" a I 0 KITCHEN ISLAND U- w cn z � I cD °- O 14 1/2", ". VENT RECESS LAUNDRY 2'-0" 2" 3'-6" , 2'-6" , 3'-6" MIME= Ll 1 NIL- =1=77 ljp� m W KITCHEN — MICROWAVE 7'-6" 1- 3'-3" ARCH @ DINING TO KITCHEN No 70668 ��t• • s V • i 3 \VA TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8" = 1' • 11x17 MW BL.ACKPOINT 1/4" = 1' 22x34 ENABLED U z a 0 >- m O j U J J J J J w�oZ —1 0 w Z J w 0 J cc W J m0tLOj 'J) ❑ ❑ ❑ ❑ ❑ U z � o W W V) 0 O w a 0 O J Z Q Z Z 0 W 0 m C� 0 0 W 0 N z 0 p Nin in _ �w cD o �� o z a /� � J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 5 INTERIOR ELEVA TIONS �m BUILDING SECTION"� SCALE: 1 4 = 1 —0 TYPICAL ROOF TYPICAL TIE BEAM 1�3 ELEV AT 8'-0" TYPICAL P.C. CONC. LINTEL 2x4 OUTLOOKERS AT 24" O.C. W/R-19 INSUL. USE SIMPSON A35 FOR HORIZONTAL FRAME TO HEADER CONNECTION I 1/4 ROUND WRAP PERIMETER 1 /2" PLYWOOD W/1 1 /2" LIP 00 (2) SIMPSON H4 CLIPS AT Go I 16" O.C. AT 2x8 SYP DOOR CASING 2x8 P.T.P TO C.M.U. W/ 1/ of 0 8" HOOKED ANCHOR BOLTS AT 48" O.C. W/2" SO. x 1 /8" WASHERS BASE BOARD OVER -I 1 /2" DRYWALL AND 1 x2 PT FURRING _ ' o o : Q o.7 FIN. FLR. ON TYPICAL I I=III=III =III IIII I � I 1 I CONC. SLAB WINDOW SEAT SECTION SCALE: 1 /2"= V — 0" V A" —SIMPSON HETA20 TRUSS CONNECTOR 2x4 NAILERS TO TOP CHORD (24" O.C.) W/ (4) 10d NAILS AT EACH END 2x4 NAILERS TO TOP CHORD (24" O.C.) W/ (4) 16d NAILS AT EACH TRUSS —1X6 PRIME TRIM FASCIA ALUM. SOFFIT VENT 2x6 SUB —FASCIA (2) SIMPSON H4s AT 24" O.C. FROM VERTICALL TO TOP OF HEADER (2)-2x8 HEADER (2)-24SH. TEMP. SIMPSON CS16 STRAP OR EQUIV. EA. CORNER & AT WINDOW JAMBS TOP/BOT (2)-2x8 HEADER 1 /2" EXT. PLYWOOD SOFFIT WRAP W/ VAPOR BARRIER K.O. BLOCK TIE BM. W/1—#5 BAR 70'—O" onnC_ -roi iccr*cc nr r) A" n n r rni iciclrcl nr nn" n n BUILDING SCALE: 1 SECTION 4 = 1 -077 "ELEV C" r681i,,� o VC+��. IY gF•.; S� ��� 70658 STATE 4 �' OF • �: ` C TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z Q W Q U z Q j= 0 0 J J m LL J J J 0 J Q O Wcr p Z Q z 0 w W J m J m0tLO? :) _ _ _ 2 L CO ❑❑❑❑❑ U z 0 � w LLJ � Q w ac 0 O _ � O Z p (3 Z W 0 m cf) 0 cW cV Z 6 O o 0 N� m 'T w 0 o zo //♦ Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 6 BUILDING SEC TIONS 1 ST FLOOR HVAC PLAN TAMPA CIVIL DESIGN [AIM- I ..�.".%� JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUr- LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y HVAC NOTFS/SYMBOLS: ALL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES AND THE STATE ENERGY CODE. OBTAIN REQUIRED PERMITS AND INSPECTIONS. THE MECHANICAL INSTALLER IS TO VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATION OR INSTALLATION OF ANY HVAC WORK. INSTALL HVAC EQUIPMENT PER MANUFACTURERS RECOMMENDATION. DUCT BOARD EQUAL TO KNAUF 1 1/2". R-6, INSTALLED PER MANUFACTURERS INSTRUCTIONS. FLEXIBLE DUCT WORK EQUAL TO ATCO 76, R-6, CLASS 1 AIR DUCT. SEAL ALL DUCTWORK PER UL181P. PROVIDE A FIRE STAT IN THE RETURN AIR PLENUM OF ALL AIR HANDLING UNITS. MOUNT THERMOSTAT 60" ABOVE FLOOR. CONDENATE DRAIN LINE TO SPILL ON GRASS. G.C. TO PROVIDE UNDERSLAB DRAINS, CHASES, AND AIR HANDLER PLATFORMS. _ EXHAUST _ EXHAUST ® FAN FAN + LIGHT N7= THERMOSTAT, MOUNTED AT 60" A.F.F ®= LENGHT OF DUCTWORK IN FEET _ AIR MIXING BOX HEIGHT 12x17x17xHEIGHT A=11" B=17" _ AIR MIXING BOX C=21" 14x16x16x12xHEIGHT _ AIR MIXING BOX 23x23xHEIGHT CARRIER SPLIT FURNACE AIR HANDLER MARK: AHU UNIT MODEL NUMBER: 58CVAl10 SUPPLY FAN CFM/SP: 1600/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 120/1 /60 UNIT DIMENSIONS HWD: 33x21x29 UNIT WEIGHT: 140 LBS COIL MODEL: CNPHP4821ACA EXPANSION VALVE: CONDENSER MARK: CU UNIT MODEL NUMBER: 24ABA336AO03 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 28x3Ox30 UNIT WEIGHT: 203 LBS TOTAL COOLING BTUH: 46,000 SENSIBLE COOLING BTUH: 36,800 TOTAL HEATING BTUH: 110,000 SEER/AFUE 13.5/0.8 CARRIER SPLIT HEAT PUMP AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FV4BNF005 SUPPLY FAN CFM/SP: 875-1400/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 208/230/1/60 UNIT DIMENSIONS HWD: 54x22x23 UNIT WEIGHT: 172 LBS HEATSTRIP KW: 10 HEATSTRIP MCR/BRKR.: 58.5/60 CONDENSER MARK: CU UNIT MODEL NUMBER: 25HBA348AO03 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 310505 UNIT WEIGHT: 265 LBS OTAL COOLING BTUH: 47,000 SENSIBLE COOLING BTUH: 35,700 OTAL HEATING BTUH: 47,500 EER/HSPF 14.0/8.6 SCALE: 1/8" = 1' w 11x17 1/4" = 1' w 22x34 z a J 1..1... a: W F_ V, a d Z a O U J � m J J J J oQQO� �w- cr r' Z Q J W m0u_0 _ _ _ ❑ ❑ ❑ ❑ ❑ U Z 0 w Of D w 0 Q w a O 0 O J J _Z Q � U z W 0 0 m CD U W N z 0 p 0 Nm m w go Z ` z a /// oz J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET HVAC PLAN Cn Q) cn Cn T pal r, 811 • : 1 y] I U U U LLJ L J W W W 35-0-0 W W W -HETA20 W LLLJ W W U U U CD C1 C3 C5 L TEL B BLDR. C1V CD C3V o I C5V A07 U CD -C)o U o Q � m w z MGT GT A05 _ _ _ _ _ _ _ _ _-_ - _ _ A03 ------------------------ A02 - - - - - - - - - - A01 ------------------------- A01 A01 ------------ ------------ A 2 0 AO _ _ - - _ _ _ _ _ _ _ _ _ _ - - - - - - - - - -- A01 - - - - - - - - - - - - - ---- -- --- ------------------------------------- - - - - - - - - - - - - AO1 - - - - - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - - - - - - - ------------ AO VAULTED CLG. ______ _____________ - - - - - - - - - - - - _-__ - - - - - - - - - - - - VAULTED CLG. A01 __-_--_-----CE�LIL----------_: CD o A01 -_ A01 - - - - - - - - - - - ------------ - - - - - - - - - - - - ------ - - - - -- - o AO1 ----------- - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - -- - - - - - - - - - - - - - - - -- - - - - -- - - CD �I A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rr7 Q0 AO1 ----------- - - - - - --- - - - --- - - - - - - A08 -- - - - - -- ------ HETA2 A09 A10 Al _10' - CEIU NG _ z Al2 - - - - - - LiJ m VAULTED CLG. A13 ----- -o —' C01 2—PLY - B06 E7V C5V C3V C1V HTU26 CD c� o < EO - - - - - - - - 605 8' 0" FLAT CLG. Eo3-10, _ C -ILiNG_ Boo EO Q /� B03 �1 E01 z B01 111111717 Lnn U U U 7-0-0 I tun 1 35-0-0 1 : / buz I TRUSS LAYOUT TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. A01A AO1A A01A A01A A01A VAULTED CLG. A01A A01 C0�ci�� - No 70658 •' "sue= :• STATE OF •: # ;,C% • -4 011i TRUSS LAYOUT - ELEVATION A 140 MPH w/WINDOW SEAT ELEVATION A - 140 MPH TAMPA CIVIL DESIGN j L f.; 1. 711 JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—Bl Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11, It is the client's responsibility to cooridinate delivery dates with truss ccf plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be 1­__ accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's U discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code : MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. Of c� Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1.00 w Overhang 12" Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP V) w cD z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise Li 0 8'-0" Brg. Hgt. o w ® FRAME WALL 8'-0" BRG. HGT. U cn 10'-0" Brg. Hgt. c3 rn All Bearinq Heiqhts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project 6 I Model: ROSEWOOD —A z z w Lot/ Subdivision/Street Address U A County Date Plan Date : 12-27-10 : 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' w 11x17 BLACKPOINT 1/4" = 1' a 22x34 ENABLED U Z m Cc O LL U J 1 J 0 J J 0 W— J < Q p o z > Q Z cc J r' W 0 J W J m0tLO? :) 2 2 2 2 co ❑ El ❑ ❑ U Z _ o w o- w O Q w o- a 0 V) X a 0 J J Z_ Q Q �ro U z 0 W D 0 W o- W M O N z O o6 N M m _ � w _)0 Z �Z a / oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET LAN KWO Cn U Cn Cn 4.� E O U T C_ T O CD Cn Q) Cn 1� T M i Ml CD in I I d- I CD 91111061=1 �j coro U U w w w w w 35-0-0 r` r- r__ w w w - H ETA20 r- r- � r- En W LLJ W W U CD CD I C1 C3 C5 LINTEL BT BLDR. C1V CD C3v o C5V A07 J U CD cD U o w Q > m z __J M GT GT A05 A04 --- - - - - - - - - - - - - - - -- --- - - - - - - - A02 - - - - - - - - - --- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- ----- - - - - -- - A01 A01 - - - - - - - - - - - - - - - - - - - - - - - - AO1 --- AO 1 - - - - - - - - - - - - - - - - - - - - - - - - A01 ------------ ---"--------- A20 A01 VAULTED CLG_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ : VAULTED CLG. A01- _ _ - _ _"_ _ _________ - ___ _ _"_"_"_ _" 0 CD A01 _"_"_ _"_" ------------ _"_"_"_"_ _ _ _ _ _ _ _ ------------ OI A01_ - _ _"_ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ ___"_ _ CD o CD A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ AD 1 AO1 -- __________________ A08- - - - - - -- - - - -- 11 A08 - - - - H ETA2 A09 - A10 - -- -_-_-_-_ —, `3� A11 _1 O'_ CEI-L]NG _ z Al2 - _ m VAULTED CLG. - _ o C01 2-PLY - - - - - - <606 I E7V c5v C3V C1V HTU26 - J c� �w J -< EO _ - _ _ _ - 605 8' 0" FLAT CLG. E03. _-_- O; _ ---- -1 Li N B04 EO Q B03 I E01 z 1Z B01 14 J r-r) Ln U U U 7-0-0 I LUD 1 111=110 35-0-0 100 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. A01A A01A A01A A01A A01A VAULTED CLG. A01A A01 No 70658 s i � • : STA7E OF 'y�,�• •. `OR 110888�O�:G� ON A u Its Gl` 3� TRUSS LAYOUT - ELEVATION A 150 MPH w/WINDOW SEAT TRUSS LAYOUT - ELEVATION A - 150 MPH TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 i 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss CD plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's U discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. ry U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 w Overhang 12° Enclosure : Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP U) w CD z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ __J �] 8'-0" Brg. Hgt. o ® FRAME WALL 8'-0" BRG. HGT. U 10'-0" Brg. Hgt. c� m All Bearinq Heiqhts Above Finished Floor w Q z Client :INLAND HOME BUILDING GROUP Project o I Model: ROSEWOOD -A F— z w Lot/ Subdivision/Street Address J U County Date : 12-27-10 Plan Date : 8-3-10 Sheet W 1 of 1 Scale NTS Drawn By Probuild Job :# SCALE: 1/8" = 1' . 11x17 OBLACKPOINT 1/4" = 1' w 22x34 ENABLED U Z Q }- m OUJJ � � J J 0 W J Q p 0 > Q Z Ir Z J Q u O W Cal U_ —JD Cl)❑ ❑ El ❑ ❑ U Z Ld > a- D W O 0 W a pa- 0 Q Z Q Q Z Z D a W 0 W CO 0 W M p N Z O o� N� m _ Ld M U o Z aa- o oUz Q % J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02/05/13 SHEET TA2 TRUSS PLAN 150MPH Q) Q) FE F Cn C_ ti> Cl O CDj o C3 o I 00 � C5 VGT -� H E1TA20 E7V OI C5V 00 � C3V C1V PM 919191we 16-8-0 18-4-0 �r r� r` r` r` r c� c� c w w w w w H ETA20 r` h � � � Ln r) > w w w w w w w U U c L TEL B BLDR. A07 U w O 00 1� 11 � U � w J =D Z � 00 m w Z - A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ _ _ _ _ - _ _ _ - _ _ A04 ---------------- ------------------------- A03 - ------------------------- A01 _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ _ _ _ AO ------------------------ --------------- -------- A01 ----- - - - - -- ---- - - - - -- ------------------------- A01------------------------- ------------------------- ------------------------- - - ------------------------- A01------------------------ ------------------------- - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- ------------------------- A01 ------------------------- - A01 VAULTED CLG. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VAULTED CLG. ------------------------- AO 1 ------------------------- AO 1 ------------------------- ------------------------ ------------------------- AO ------------------------- A01 ---------- ------------------------- ------------ A01 _ _ A01 _ _ ___ ____ __________ AO ___________ ____ A08 - A09 A10 A11 - _ 10' _ CEIta NG _ z Al2 _ _ _ _ w m VAULTED CLG. A13 o —' C01 2-PLY B06 W � Q EO - - BO 80" F CLG. Eo3_10'_C ILiNG_ B04 EO � 3 E01 Z B01 U U U 7-0-0 —4— 4-0— 20-8-0 35-0-0 10 a�1 O O I 12,111111011 �LJ IILIA20 TRUSS LAYOUT 2 1 2 CAR GARAGE OPTION CD II O'L C) r__ — ELEVATION A TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26, ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. ,tpo- 1Y , Co(1����i P •••. o No 70658 • •; e • • M A s 1P;• STATE OF •:��� A` . Its 140 MPH TAMPA CI VIyL DESIGN (8 31) 48 JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 0 11. It is the client's responsibility to cooridinate delivery dates with truss 0- plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be — accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 ¢ T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w I— Heel Hgt. 0-4-3 Mean Hgt. 15' Min. � Bearing 8" NOM. Building Cat. II Z Cantilever 0 Importance Factor 1.00 w Overhang 12 " Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai : Partially Enclosed Spacing : 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP orf LLJ z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 8'-0" Brg. Hgt. ® FRAME WALL 8'-0" BRG. HGT. U C 10'-0" Brg. Hgt. 6 M All Bearinq Heiqhts Above Finished Floor 1=0 M■ Client :INLAND HOME BUILDING GROUP Project : o� I Model: ROSEWOOD -A z z w Lot/ Subdivision/Street Address J U County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' a 11x17 PUBLACKPOINT 1/4" = 1' a 22x34 ENABLED 0 Z Q 0 } - m OUP J —� J W LL J _J Q p O Z W Q Z J U Q LL O W m j _ _ _ ❑ ❑ ❑ ❑ ❑ U Z _ o w w O Q w a- O � a 0 J Z Z W 0_ 0 M u, +) a_, CD W z p O NM m _ w 0 o Z o < oz __JJ Z ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 02105113 SHEET 7 40M. 'A ti> C1 CD CD II o C3 O °O C5 QD 7D 0 HETA20 C i .3: CD � I � U T O U S HE A20 Q) n E7V CD C5V 00 II C3V C1V 35-0-0 1 16-8-0 18-4-0 � u7 r` r` r` r` c� c� U w w w w Li H ETA20 r\ Ln � w w w w w w w U U c LINTEL B BLDR. A07 LL o 00 U W J Q � m m � J A05 - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ - - A03 - - - - --- - - - - -- - - - - - -- - A02 - - - - - - - - - - - - - - - - - _\_ - __ Z_ - - __ - - - - - - A01 A01 ---------- _ _ _ _ _ _ _ ___ _ _ _ ------------ ------------ _ _ _ _ _ _ _ _____ _ _ ------- - -- A01- ----------- ----------- A01 - A01 - - - - - - - - - - - - - - - - - - - - - - - - - AO VAULTED CLG. _ _ _ _ _ _ _ _ - - - - - - - - - - - - _ _ _ - : _ _ - _ : : - - - - - - - - - - - - VAULTED CLG. A01 _--____-_---CE�LI-_-________ - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - --- - - - -- - - - - - - - AID1 - - - - - - - - - - - - - - -"- - - - --- - - A01 ---------- -- ---------- A01- - A01 - - - - - - --- - - - _ _ _ _ - - _ - - - --- - - --- - - _ _ A08 - - - - ----- - - A08 - - - - - - - - - - - - - A09 A10 A11 - _ 10' _ CEIta NG _ z w A13 VAULTED CLG. o C01 2—PLY - B06 0 W J -� - 8' 0» F CLG. Bo 5\ E03.10 - _ C -I Li N G- B04 EO Q 3 E01 Z B01 771, >_ U U U 7-0-0 w — 4 — 4-0— 20-8-0 35-0-0 \51J CD 0 A20 �Z_) nL1A20 TRUSS LAYOUT 2 1 2 CAR GARAGE OPTION CD 0 0 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. `"1111111f1/,�,I �.•� �EMY C4 ��. F NO 70658 STATE OF eeeessoO, A` 7 ELEVATION A - 150 MPH TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 I. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. a 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's iJ discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w F__ Heel Hgt. 0-4-3 Mean Hgt, 15' Min. F U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 w Overhang 12" Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP V) w z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. w ® FRAME WALL 8'-0" BRG. HGT. U 10'-0" Brg. Hgt. c� rn m All Bearina Heiahts Above Finished Floor V) w 0 z Client :INLAND HOME BUILDING GROUP Project : I Model: ROSEWOOD —A z Z Lot/ Subdivision/Street Address J U County Date : 12-27-10 Scale NITS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' . 11x17 09 BLAC KPOI NT 1/4" = TO 22x34 ENABLED Z Q J CE Q U Z Q j� - m OUJJ J J J 0 W LL J < Q p C) Z > Q Z J W 0 J cr W J m0LL0� ❑ ❑ ❑ ❑ ❑ U Z o w w O Q w Of O V o' a 0 J _J Z_ Q Q � U z J W 0 0 m rn a W o r7 z O oC) _J N :D m w o Z ` //♦ z o Q % z J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02/05/13 SHEET .;q O O I oI CI � I � �— 00 U M GT Cn U Cn Cn Cn E O U HEIA20 Cn O � I � O N LC) O T HE A20 Q� ti> C1 C3 C5 E7V O C5V 00 l- I C3V C1V 35-0-0 16-8-0 18-4-0 ro Ln rr` ` rr` ` c� U U w w w w w H ETA20 r` � � � r- � f w w w w w w w U U c> L ITEL B BLDR. A07 U O 00 J U o LLJ cl� m m z J A05 - - - - - - - -- -- -- -- -- -- -- -- - -- ---- - -- --- -- _ - - - - - - - - - - - - - - - - - A04 ---------------- ------------------------ A03 _ - - - -_ _-_-_ A02 __________ _ ______ _ _ _______ -_ --------- A01 A01 ------ ---------- - - - - --- - - - ------------------ ------------ - - - --- - - - --- - - A01------------------------ A01 -:_______ __________ A01 - - - - - - - - - - --- - - - --- - ------------------------- A01 ------------------------- ------------------------ - - - AO VAULTED CLG. __________ - - - - - - - - - - - - _____::___ - - - - - - - - - - - - VAULTED CLG. ------------------------- A01 -----------------10'-_CEILING_-_ A01 - - - - - - - - - - - - ____ - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ A01------------ A01 - - ------------ -- A01 ------------------------ AO1 - - - A01 ----------- ----------- A08 - A08 - - - - - - - - - - - - - A09 A10 _ Q A11 10-'- MUNG - _ z Al2 VAULTED CLG. _JA13 C01 2-PLY - - - B06 CD C-) 0 W J Q EO - - - - - - 8' 0' LAT C LG. B05 E03_�0'_C -ILfN� B04 EO ¢ 7KB03 E01 Z B > � U U U 7-0-0 L�1302 3 -4- Q,,4-0- 20-8-0 35-0-0 NO �Li ni-IH/U TRUSS LAYOUT 3 CAR GARAGE O I O O O Q0 O O I O TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 60 ��•��GENSF•Cy,�. No 70658 r • � • r ELEVATION A - 140 MPH '6' 0 TAMPA CIVIL DESIGN ;t , 4 f ' .. ,� . JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 i HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q >0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 a T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. of, U Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1.00 � Cl)w Overhang 12 " Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP orf w z d = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. w ® FRAME WALL 8'-0" BRG. HGT. U C 10'-0" Brg. Hgt. 6 rn m All Bearina Heiahts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : o I Model: ROSEWOOD -A z f-- Z w Lot/ Subdivision/Street Address J U County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = T a 11x17 PUBLACKPOINT 1/4" = 1' a 22x34 ENABLED U Z Q 0 j_OU m j J J-J J J J Q O > W Z p 11 Z J Q �vuJ.OJ 0 W m ❑ ❑ ❑ ❑ ❑ U Z Il o w � D w O Q w o- tr O � 0 V of O J J Z Q Q Z z 0 W D 0 m Cl) a- CW O r7 z L O O NCa Ca_ w o Z �Z Q % � z J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET U U Cn T U E O U CD Cn Cn Cn 1� T t> C1i CD O I ' of �C3 I I � °O C5 GT �� O I O r� Ln H ElTA20 E7V o C5V ab r I C3V C1V FM 35-0-0 16-8-0 18-4-0 <— r") Ln r` r` r— r` r` U U U w w Li Li H ETA20 r` Ln r")> w Li w �, w w w U U c� LINTEL B BLDR. N\ A07 U U w J M m LiO Z J A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ A04 - - - - - - - - - - - - - - - - - - - - - - - - - _- _ _ _ _ - _ - - - _ _ - _ _ ------------------------ A03 _ - _ _ _ _ _ _ - - A02----------- ------------- A01---------- A01________________________ ------------------------ ------------ A01 ------------------------ A01 _ A01------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AD ------------- ------------ A01 VAULTED CLG. __________ - - - - - - - - - - - - ________ - - - - - - - - - - - - VAULTED CLG. A01 -----------------10'-_CEILI�tG_-_ AO1 - - - - - - - - - - - - _ _ ___ _ _ _ _ _ _ _ - - - - - - - - - - - - ___ _ _ ___ _ _ _ _ _ _ A01- -- AOI ---- - - - - -- ------------ A01 _ - - _ - - - _ _ - _ _ --- - - - _ _ _ AO ------------ A01 _ --------- A08 - - - - - - - A09 - - - - - - - - A10 Q A11 - _ 10' : Al2 _ m VAULTED CLG. A13 o J C01 2—PLY B06 � 0 LiJ � Q - 8' 0'�LT CLG. B05 E03_,�0, _E -ILfNd B04 EO __J 603 E01 Z B a-71 >_ FLn U U U 7-0-0 -4- 4-0- L 20-8-0 35-0-0 ho a�J lL) F1L I1-iLU nTRUSS LAYOUT O O TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. `0%S1fU1111810 t PEMY CO of * ; No 70658 - ELEVATION A - 150 MPH 3 CAR GARAGE OPTION I TAMPA GI VI L DESIGN ArW,r ;. JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q (D 11. It is the client's responsibility to cooridinate delivery dates with truss n plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be r— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 /TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. or_ U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 V) 12' Enclosure Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP V) 11-1 CD Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise J 0 8'-0" Brg. Hgt. o w ® FRAME WALL 8'-0" BRG. HGT. U 10'-0" Brg. Hgt. rr m All Bearina Heiahts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project : oD I Model: ROSEWOOD —A z F'- Z w Lot/ Subdivision/Street Address J U ftf County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By : Sheet # : 1 of 1 Probuild Job :# SCALE: 1/8° = 1' • 11x17 09BLACKPOINT 1/4' = 1' w 22X34 ENABLED Z IL J W Q U Z Ir O U _J m � J J J 0 J Q O W W p Z Q Q J W m U IJL O J vJ ❑❑❑❑❑ U Z ^- LL o w of w V) O Q w of �O= V) 0 a_ O J w Z Q 0 � � Z W 0 0 m V , 0 0 W v ♦ p M z O o� NM m fr w o Z //,� •, a- Z 0 Q % z J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET U Cn (a) Cn s 0 I E • : 1 rr) u7 U U W LLJ W W W 35-0-0 W W W - H ETA20 L W W W U U C1 C3 C5 LINTE BY BI.DR. C1V C3V C5V J U F- � 00 U a w J =D ct� m m w z M Gros - - - - - M GT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05 - ------- - - - - -- A04 - - - A02- - - - - --- - - - - - - - - - - -- -- - - A01 --------- - - - - - - - - - - - --------------------- ----------- - - - - - - - - - - - A01 A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 TA20 ____-____: - - - _:::___:-___ A01 ----------- ----------- A01 ---------- - - - - - - - - - - - --------- - - - - - - - - - - - A01 - _EIL-IN�G___-____ - -- - - CD A01 VAULTED CLG. - - - _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ VAULTED CLG. o l� A01 -- ----------- A01 ---------- --------- AO _- _____-_-___ - - A01 - - - - - - -- A08 - - - - A09 - --- - - - - - J - - CD z A09 - _ - _ _ - _ - Q w HTS20 A09 - - 0 8' FLAT CLG. A10 - A10 - - - - - - - - A10 VAULTED CLG. - A10 - - - - - - Al 8' CLG. � � 1 —0- 35-0-0 1 : 1 .o TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. �o0111Mr1a#00� No 70658 Ar• - TRUSS LAYOUT — ELEVATION C 140 MPH w/WINDOW SEAT TRUSS LAYOUT — ELEVATION C — 140 MPH \1 TA MPA CIVIL DESIGN 4132 JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11. It is the client's responsibility to cooridinate delivery dates with truss Of plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be z accessible, level and clear of materials and debris. In lieu of this, w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. E U Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1,00 U) Overhang 12 Enclosure : Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing : 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP V) Of w z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 1.1 0 8'-0" Brg. Hgt. 0 w U Cn U m All Bearina Heiahts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project : o I Model: ROSEWOOD-C Z Lot/ Subdivision/Street Address U County Date :12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # : 1 of 1 Probuild Job :# SCALE: 1/8" =1' • 11x17 OW BLACK NT 1/4" = 1' w 22x34 E N A B ED U Z Q }- m 0 0 J J J J J 0 J Q 0 > W-- a: Z p Z J Q r W -0 J W W J m 0 0 j ❑ ❑ ❑ ❑ ❑ U Z a_ o w w O Q w of O0 O J J Z Q Q � U Z W 0 D 0 m Cl) 0 0 CW O N Z L 0 o 0 N � m _ F__ w D o Z a-Z Q % � z Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET TC1 TRUSS PLAN 140MPH k (a) 010 U E O U O cn O CD 10311 cn Q) co Cn FA Ii I I* HE 35-0-0 16-8-0 18-4-0 H ETA20 r) U U U W W LLJ W L—, W W W W W W W U U C1 C3 C5 LINTE BY BI DR. C1V C3V C5V U 00 6 U J ct� coo m w z MG �o6 - - - - - - - - - - - - M GT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05 - - - - - A04_____ _______ _______ - A03 _ _ _--_ _-_-_- _-_-_ - _-_ - _ _ _ A02 - - - - - - - - -"- - - A01---------- ----------- A01 ---------- - - - - - - - - - - - --------- - - - - - - - - - - - A01---------- - - - - - - - - - - - ----------- - - - - - - - - - - - A01 - - - - - - - - - - - ----------------------- ----------------------- ----------- - - - - - - - - - - All - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - --------------------- - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - A01 ------------------10'- -- - - - - E�LI G - - - - - - - CD A01- VAULTED CLG. - - --- --- - - - - _ _ _ - _ - _ - _ - _ ----------- --- - - - - --- --- -- _ _ _ _ _ _ _ - - _ _ = - - - - - -- - VAULTED CLG. o I� A01 ----------- ----------------------- ----------------------- ----------- A01 - ------------------- ----------------------- ----------------------- - - A01 A2 - - --- - - - - _-_ _-_ 01 --- - - - - - ----------------------- _-_ _ _-- A08 - - - - - - - - - - - - - A08 - - A09 - - - - - - - -_ A09 _ _ _ _ _ _ - .Q m A09 8' FLAT CLG. A10 VAULTED CLG. _ A10 Al 1 8' CLG. —0- 35-0-0 aliffe"M :1 I AO AO AO A01 A01 AO TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HEfA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. * :• No 70658 - w V • ` 1004. STATE OF : w: .• <, OR a -- TRUSS LAYOUT — ELEVATION C 150 MPH w/WINDOW SEAT TRUSS LAYOUT — ELEVATION C — 150 MPH TAMPA CIVIL DESIGN ,,C D TAM A, i� JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non -bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11, It is the client's responsibility to cooridinate delivery dates with truss 0- plant. Truss delivery will be on the agreed upon date with truss plant. Cl- 12. Client to provide a marked location for delivery. Location must be z accessible, level and clear of materials and debris. In lieu of this, W trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. cif Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 � Overhang 12"Enclosure Enclosed � O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Of W z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. 0 W U Cn CD All Bearina Heiahts Above Finished Floor s� Client :INLAND HOME BUILDING GROUP Project : o I Model: ROSEWOOD—C z F-- Z L`' J Lot/ Subdivision/Street Address U County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' w 11x17 PUBLACKPOINT 1/4" - 1' 22x34 ENABLED U Z 0 j- m OUJJ J J L''l--I�pZQ LL J J Q O W Z J r W Q J M W J m U LE O vl ❑❑❑❑❑ U Z w� o w w O Q w Of Och 0 J J Z Q Q Z z W 0 0 m V, Of 0 W C O N CD L O p o N � m T I- w CD o Z ` a o Q % oz _J Z Ir ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 MII 2 JSS PLI 150MPH W, NO I 01 o Cn 35-0-0 16-8-0 18-4-0 HETA20 PI-) in r- I,- r- r- r- r- � � � � � U-) V-) U U U w w w w w ww Lw w w w w Cl C3 C5 LINTEI BY BLDIR C1V C3V C5V 0 1 J 0 J cow J Ui z MGT 06 - - - - - - - - - - - - - - - - - - - - A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A02 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A01 ____________________ __________________ A01_ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ ___ __ AO 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - --- - - - - - --- - - - - - - - - - - - --- --- - - --- -- - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 10--_C ________________'__---_-_-_-_-_-_ -- IL-ING o A01 VAULTED CLG. - - - - - - ____ _________ ___ _ _ _-_ _ _ _-_ = VAULTED CLG. A01 --------- -- -- -- - -- - - -- ------ ----------- A01 - - - - - - - - - - - - - - - - - - A01 A2� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 01 -- -- - --------------------- --------------------- --------------------- -- -- -- A01 -------- --- �2 A08 A08A - - - - - - - - - - - - - o UJ A09 - - - - - U A09 -------- -- --- - 0 8' F CLG. A10 A10 - -_-_-_-_- A10 ___-___-___ VAULTED CLG. - _ - _ _ _ A10 - _ - _ - _ A11 8' CLG. 10-4-0 -0- 35-0-0 1 : 1 H ETA20 t301 (2) HETA20 1 TRUSS LAYOUT — E CAR GARAGE TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HE1•A20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEERS REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. =VAT I 0 N OPTION %% sjMy Coo !.. �,� �Q:• E Nmay% "ob e ;- No 70658 � r r � y • 7f — 9 ; STATE OF n y� ry C — 140 MPH TA MPA GI VI L DESIGN r :aft p t w,"�2d JEREMYCOUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-61 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11. It is the client's responsibility to cooridinate delivery dates with truss Q_ plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's v discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt, 15' Min. df U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 w Overhang 12"Enclosure Enclosed o Q.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Cn 0-1 Z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. 0 w _ U Cn CD CY-1 m All Bearina Heiahts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project : I Model: ROSEWOOD—C Z Lot/ Subdivision/Street Address U I County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' • 11x17 PUBLACKPOINT 1/4" = 1' . 22x34 ENABLED Z Q J cr IL Q U Z Q m O J U J � J � J W _J Q p Z > Q ir Z J Q W m0LLL0J ❑ ❑ ❑ ❑ ❑ U Z o w w O ® w of ir a O F- F— 0ft a 0 J J Z Q Q � U Z D_ W 0 m � � W por) �z O N � m w o Z a % oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 TR L" OMP. 3 CD CO ILL a Cn M 35-0-0 16-8-0 18-4-0 HETA20 ,7 in r r r_ r I` I-r- � r- r- r- � in � tij v U c� w w w w w w w Lw w w w w c� c� ca ��A C1 C3 C5 LINTE BY BLD . C1V C3V C5V � 0 o 0 LLJ z z MGTAo6 - - - - MGT ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05- - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - - - - ---- \____ A02 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A01 - - - - - - - - - - - - - - - - - - - - - A01 _ ___ _____ _ ___ __ _ - _-_-_-_-_-_-_- A01_ - _ _ _ _"_"_-_"_"_"_"_ - - - - - - - - - - - _ - _ _ _-_-_- - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - ------------------ -- -- - - - - - - - - - - - - - - - - - - - - - ----------------- A01 - - - - - - - - - - - - - - - - - - - - - AO1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 _-10'-_C 1LiNG_ _ _ c'i VAULTED CLG. ___ _____ _ _ ___ -- -- _ _-_ _-_ _-_ _-_ = VAULTED CLG. A01 - - - - --- - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- A2�01 - ------- -- -- -- --- --- - - ---"-"_ --------------------- --------------------- --------------------- _-_-_ A01 - - - - - - - - - - - - - - - - - - - - (2) A08 A08A - - - - - - - - - - - -"- - ------- H S20 - - ------- - -- o A09 .s A09 - - - - - - - -_-_--- m A09 _-_- - - - - - 8' F1 CLG. A10 _ _ X. A10 -_-_-_-_-_- ---- -- -- - A10 VAULTED CLG. _ - _ _ _ _ - _ A10 _ _ _ _ _ _ A11 �—F 8' CLG. 10-4-0 1 35-0-0 1 : l «$1 HETA20 �(2) HETA20 & TRUSS 2 1 2 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. LAYOUT — ELEVATION C CAR GARAGE OPTION .• �. • c �E•ni'• : %61 SF••.y - * , No 70658 � • r :4� STATE OF % �.• ®,� A S R P•' • 150 MPH TAMPA CIVIL DESIGN 52,159 � _ 1r v 64 P OALL JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, REST DEN TIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3• Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. g. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—Ell Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss 0- plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be z accessible, level and clear of materials and debris. In lieu of this, w trusses will be delivered in the best available location at our driver's cJo discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T,C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w 1­_ Heel Hgt. 0-4-3 Mean Hgt. 15' Min. af Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1.00 w Overhang 12 Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP M Of w (.D z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. 0 w U V) C7 I 0:f m All Bearina Heiahts Above Finished Floor s� Client :INLAND HOME BUILDING GROUP Project : Model: ROSEWOOD-C F— Z Lot/ Subdivision/Street Address J U County Date Plan Date : 12-27-10 8-3-1 0 Scale NTS Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' • 11x17 BLACKPOINT 1/4" = 1' w 22x34 ENABLED U Z Q 0 }:0UJ-� m W LL p Z Q Z W 0 J J W W J m0LLO? '^D'^ vJ ❑ ❑❑❑❑ U Z o w w O Q w o- p0 a 0 J J _Z Q U Z WD 0 W Cl) a- W z O O r NM m _ = w o o Z a- oz Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHE 5 11, '4 LAN n N Cn cn N Cn Q) Cn Cn FAS O O Cl C MGT-EE AOF. A04 A0, A0'e- A01 AO A01 A01 A01 A01 A01 AO A01 O I A01 00 I C-0 A01 A01 HE A2�o A01 A08 A08A A09 A09 A09 A09 A10 A10 A10 A10 A11 O 35-0-0 16-8-0 18-4-0 H ETA20 r1r) LC) r- r` w w Li w w w w w w w w w LINTEI BY OLDIF. U � � 00 c� �m Q � o m J z J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10' C IL-ING -- -- --- - VAULTED CLG. ______________________ ___ ___ ___ _ ___ VAULTED CLG. - - - - - - - - - - - - - - - - - - - - - H S 2 0 - -- 0 8' F CLG. VAULTED CLG. 8' CLG. B01 10-4-0 4-0— 20-8-0 35-0-0 J lL) IICi/1GU TRUSS LAYOUT — ELEVATIO 3 CAR GARAGE OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HEA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. filll�,I ¢SMY co • •\C E•N S �� /X 2 No 70658 TA MPA Cl VI L DESIGN r . JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss n plant. Truss delivery will be on the agreed upon date with truss plant. ¢ 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's U discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w � Heel Hgt. 0-4-3 Mean Hgt. 15' Min. � U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 N Overhang 12"Enclosure Enclosed rw O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Cn w z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. 0 w U Cn 6 Of m All Bearina Heiahts Above Finished Floor Cn w 0 z Client :INLAND HOME BUILDING GROUP Project : o� I Model: ROSEWOOD—C z Z LLJ Lot/ Subdivision/Street Address U County Date :12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' • 11x17 09 BLACKP 1/4" = 1' w 22x34 E N A B L U Z a m O U J J J J J W LL J a O W Q Z p Z W 0 J J M W J m0tl0J vJ ❑ ❑❑❑❑ U Z LL. o w � w O Q w o' a o0 it �oJ J Z Q U z D W ° 1) 0 m Cl) W p Z O o� N � m �w _ o Z ` //♦ �o oz J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET TC5 TRUSS PLAN 740MPH `tr N Cn N Cn T� Q� E 0 U 0 N NO M Q) I+ MqOE A01� A04 AO� AO AO A01 A01 AO A01 A01 A01 A01 A01 O A01 I A01 A01 H E A2�-- 01 AO A08 A08A A09 A09 A09 A09 A10 A10 A10 A10 A11 O 35-0-0 16-8-0 18-4-0 H ETA20 w w w w w w w w w w Lw w LINTEI BY BLD . U � 00 C-D U w J Q � o J m m J z z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- --------------------- --------------------- --------------------- --------------------- --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10' C IL-ING - - - - - - - VAULTED CLG. _____ _ ___ _ _ ___ -_ _-_ _ _ _-_ _-_ _ VAULTED CLG. H S 2 0 = _ -_ _ - - - U - m CD 8' FLAT CLG. X. VAULTED CLG. _ _ _ - 8' CLG. B01 10-4-0 4-0- 20-8-0 35-0-0 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HEfA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. Pemy C61/���i �. * : No 70658 00•• STATE OF Fs� O R '�I S1 ••rrr •••• *� Bill tZ_) nLIHZ_U 1 TRUSS LAYOUT - ELEVATION C - 150 MPH 3 CAR GARAGE OPTION TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the clients responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—Ell Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q p 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. 12, Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14, No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TOLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. E U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 Cn 12" Enclosure : Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP U) Of w z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. 0 w U Cn Cn w 0 z All Bearinq Heiqhts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : I Model: ROSEWOOD—C Z ''' Lot/ Subdivision/Street Address J U County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' • 11x17 BLAC KPOI NT 1/4" = 1' 22x34 ENABLED 0 Z 0 m O J U J J J J J � IIW�QZQ _J 0 Z J W 0 J M W J m U 0 vJ ❑❑❑❑❑ U Z ^ CL o w � w O Q w o- 0 p c� O J Z Q Q Z Z W 0 D 0 m Cl) a- W p PO z O of N 5 m _ = w u o Z Z z 0 J Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 OZ/05/13 SHE 1 2" THICK 1" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FLORIDA BUILDING CODE R703.6.1 AND ASTM C926. TEXTURED 3 77=1 -o SAND FINISH DTL. TYPICAL ROOF ALUM. SOFFIT VENT 1 X6 SUB FASCIA MTL. DRIP EDGE 2X6 FASCIA �„LFFIT DTL. � NO SCALE In 2" THK. LINE OF EXTERIOR kND FINISH FINISH FRONT VIEW. (ELEV A ONLY) 11"KEYSTONE DTL. 1 1 2 =1 -0 DROOF VENT DTL. NO SCALE KEYSTONE—J ADJACENT BANDING PLAN VIEW C SMOOTH FINISH �� EPS STER DTL. 2r'-1 -0 •``�,�EMY •coy''% * ;' • No 70668 TAMPA CIVIL DESIGN LHM FA JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70656 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y il `� � All - z EL J z j= m O U J J —� J W U- c _j p z Q Q i W W U J cr O J m _ _ _ j 2 ❑❑❑❑❑ U z _ n= o W w 0 0 W Of it 0 �_ O J J Z Q Q U z 0 W D 0 m C� 0 W 0 N Z O 0� N m m _ fr FM o O 2 z o' z � Z _j Z U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET :11 CONSTRUCDDN DETAILS CHEMICAL TERMITE TREATMENT NOTES 1. " A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" FROM BUILDING SIDEWALLS. 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALLS. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTICIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED. 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FORM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. WIND DESIGN CRITERIA WIND SPEED -MPH) 140 WIND IMPORTANCE FACTOR + BUILDING CATEGORY II WIND EXPOSURE C INT. PRESSURE COEF. +/- 0.18 ROOF HEIGHT 15 ROOF DLOPE 25 EXPOSURE ADJ. COEFF. 1.21 AREA (SF) POSITIVE (PSF) NEGATIVE (PSFI 10 42.7 -57.1 15 41.7 -55.2 20 40.8 -53.2 25 40.4 -52.4 30 39.9 -51.5 25 39.5 -50.7 40 39.1 -50.0 45 38.7 -49.1 50 38.2 -48.2 75 37.3 -46.3 100 36.3 -44.4 500 31.8 -35.5 56 38.0 -47.7 112 36.2 -44.1 COMPONENTS AND CLADDING ROOF AREA (SF) POSITIVE (PSF) NEGATIVE (PSF, 10 24.6 -100.6 20 22.4 -94.0 50 19.5 -85.3 100 17.3 -78.8 WALLS AREA (SF) POSITIVE (PSF) NEGATIVE (PSF) 10 42.7 -57.1 20 40.8 -53.2 50 38.2 -48.2 100 36.3 -44.4 500 31.8 -35.5 OVERHANGS (PSF) -133.83 CONNECTOR SCHEDULE UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.Y.P.) UNI FAR NOTED OTHERWISE SIMPSON ID QTY. CONNECTOR UPLIFT FASTENERS T1 1 HTSM16,20 1175 (8) 1OD W/ (4) 1/4"x2 114" TITEN T2 1 T3 1 MSTAM24 1500 (9) 1OD W/ (5) 1/4"x2 114" TITEN T4 1 LTT20B 1500 10 10D T5 1 LTA2 1425 (10) 10Dxl 1/2" T6 1 HETA20 1810 (9) 10Dx1 1/2" T7 1 HTT4 4455 (1) 5/8" A.T.R.** (18)-5D#10xl 1/2" T8 1 MGT 3965 (22) 10d&5/8" A.T.R.** T9 1 HTT5 5090 (1) 5/8" A.T.R: `* (26) 16d x 2 1/2" T10 1 HTT5 5090 (1) 5/8" A.T.R.** W/ (26) 16d x 2 /12" Tl l 1 HGT-2(2 PLY MEMBER) 10980 (2) 3/4" A.T.R.** W/ (16) 10d T12 1 HGT-3 (3PLY MEMBER) 10530 (2) 3/4" A.T.R.** W/ (16) 10d T13 1 H10 995 x T14 1 MTS12 1000 (14) 10d 1 1/2" OR 10d T15 1 LSTA18 1235 T16 1 HTS20 1450 (24) 10d 1 1/2" OR (20) 10d T17 1 LSTA30 1640 (22) 1OD T18 (2) MST18 2000 (28) 10d 1 1/2" OR 1OD T19 (2) HTS20 2900 (48) 10d 1 1/2" OR (48) 1OD T20 1 ST6224 2540 T21 (3) HTS20 4350 (72) 1OD 1 1/2" OR (72) 1OD T22 (4) HTS20 5800 (96) 10D 1 1/2" OR (96) 10D T23 1 LGT2 2050 30 16D SINKERS T24 (1) LGT3-SDS2.5 3685 26) 16D SINKERS (12) SDS 1/2"x 1/2" T25 1 LGT2 2050 30 16D SINKERS T26 (1) LGT3-SDS2.5 3685 (26) 16D SINKERS & (12) SDS 1 /4 x2 1/2" OOD TO MASONRY UPLIFT LESS THAN 1810# USE SIMPSON HETA20 OOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 Wl (8) 8D OOD TO WOOD UPLIFT LESS THAN 14504 MUHL I HAN 4=9 KtUUIKt: H I Z52 CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE 'DENOTES ALL THREAD ROD TO BE EMBEDDED 12" MIN. AND SEGURE0-VV7__ IMPSON SET EPDXY OR EQUAL, EPDXOIED ALL THREAD ROD UPLIFT CAPACITIES EMBEDMENT 1/2" DIA. 5/8" DIA. 6" 1920 # 3768 # 8" 2560 # 5024 # 10" 3200 # 5900 # 12" 3700 # 5900 # NOTE: THESE VALUES ARE BASED ON A307 STEEL ALL THREAD RODS AND SIMPSON SET HIGH STRENGTH EPDXY. THE USE OF HIGHER STEEL WILL YIELD GREATER UPLIFT CAPACITIES FOR DEEPER EMBEDMENTS, INSULATION WALLS: CMU WALLS: R-FOIL 4.1 FRAME WALLS: R-11 CEILING: R-30 INTERIOR FRAME KNEE WALLS: R-19 (WALL THAT BACK UP TO CEILING AREA ONLY) 1. CODES AND REFERENCES 1.1 2010 FLORIDA BUILDING CODE RESIDENTIAL CODE 1.2 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318) 1.3 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530/ ASCE-5/TMS 402 AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530 VASCE 6(TMS 602) LATEST EDITIONS 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) 1.5 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION 1.6 DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION 1.7 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION 1.8 AMERICAN PLYWOOD ASSOCIATION DESIGN / CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA 2.1 ROOF LOADING LIVE 20 PSF @ 1.25 DURATION FACTOR 30 PSF @ 1.33 DURATION FACTOR DEAD 17 PSF FOR SHINGLE 25 PSF FOR TILE 2.2 FLOOR LOADING LIVE 40 PSF @ 1.00 DURATION FACTOR DEAD 15 PSF 2.3 BALCONY LOADING LIVE 60 PSF DEAD 15 PSF 2.4 FOR FLOORING MATERIALS HEAVIER THAN 5 PSF, CONTACT ENDINEER OF RECORD FOR RECOMMENDATIONS 2.5 WIND LOADING SEE TABLE FOR CRITERIA DEAD MAXIMUM 10 PSF FOR SHINGLE 15 PSF FOR TILE 3. SOIL 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2,000 PSF U.N.O. 4. CONCRETE 4.1 OPERATION INSTALLATION AND PROCEDURE TO COMPLY WITH ACI STANDARDS 4.2 CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS (U.N.O.) (3000 psi MIN IN HERNANDO) 4.3 REINFORCEMENT REBARS ASTM A615 GRADE 40 (U.N.O.) 4.4 WELD WIRE FABRIC (WWF ASTM A185) 4.5 LAP SPLICES AND HOOKS SEE TABLE. 5. MASONRY I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL. 7 Zy►[09 "THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. , TRUSS NOTE 5.1 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY; BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2 GENERAL SPECIFICATION FOR MASONRY STRUCTURES 5.2.1 TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2 COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI 5.2.3 DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD 5.2.4 UNIT STRENGTH METHOD IS NOT APPLICABLE 5.2.5 QUALITY ASSURANCE IS NOT APPLICABLE 5.3 PRODUCTS 5.3.1 MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2 MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3 REINFORCEMENT, PRE -STRESSED TENDONS, AND METAL ACCESSORIES SHALL BE 40 KSI REBAR (MIN.). 5.3.4 WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5 STAINLESS STEEL IS NOT APPLICABLE. 5.3.6 COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7 CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8 PRE -STRESSING ANCHORAGE, COUPLERS, AND END BLOCKS ARE NOT APPLICABLE. 5.3.9 JOINT FILLERS ARE NOT APPLICABLE. 5.3.10 LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4 EXECUTION 5.4.1 PIPES AND CONDUITS ARE NOT APPLICABLE, 5.4.2 ACCESSORIES ARE NOT APPLICABLE. 5.4.3 EXPANSION AND CONTROL JOINTS SHALL BE AS INDICATED IN PLAN SET. C ASHING NOTES: E GALVANIZED STEEL FLASHING G TO BE DONE AT: A: ALL ROOF CONNECTIONS ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. GEN. INSP. NOTES A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FOR STRUCTURES BUILT WITHIN AREAS OF THE DESIGNATED WIND BORNE DEBRIS REGION, AS DEFINED IN THE 2010 FBC, ALL OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R301.2.1.2 OF THE 2010 FBC-R. IF BUILDING IS TO OCCUR WITHOUT OPENING PROTECTIONS, CONTRACTOR TO REQUEST VERIFICATION FROM FOR IN WRITING THAT SUBJECT HOMESITE IS OUTSIDE OF THE DESIGNATED WIND BORNE DEBRIS REGION. 6. WOOD FRAMING 6.1 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 6.3 FRAMING WALLS AND COLUMNS 6.3.1 MINIMUM OF 3 PLY S.Y.P. #1 STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2 S.Y.P. #1 GRADE OR BETTER FASTEN PLYS TOGETHER USING 16d COMMON NAILS 6" O.C. AS EACH MEMBER IS APPLIED (U.N.O.) 6.3.3 4 PLY OR AND LARGER STUD COLUMNS SHALL BE FASTENED TOGETHER AS STATED ABOVE PLUS CS16 COIL STRAPPING WRAPPED AROUND COLUMN WITH A 4" END CAP AT 16" O.C. OR 1/2" < THRU BOLTS AT 24" O.C. 6.3.4 ALL FRAMING LUMBER SHALL BE S.Y.P. #1 OR BETTER U.N.O. 6.3.5 INTERIOR LOAD BEARING (IF APPLICABLE) WALLS SPACED AT 16" O.C. AND SHALL BE S.Y.P. #1 OR BETTER. 6.3.7 INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. 6.3.8 INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 AT MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END WALLS AT 4'-0 O.C. AS SHOWN IN DRAWINGS 6.3.9 ALL LOAD BEARING WALL SHALL HAVE S.Y.P. #1 DOUBLE TOP PLATES AND SHALL BE FASTENED PER 5/S4. BOTTOM PLATES SHALL BE S.Y.P. #1. 6.4 ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5 PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6 A.P.A. RATED SHEATHING EXTERIOR GRADE. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE 6.6.1 ROOF: SHINGLE, 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN TILE, 1/2" MIN. THICK SUPPORTED OVER 24" MAX. SPAN 6.6.2 WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN 6.6.3 FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE AND GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS 6.7 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO., USP, KC METAL, OR EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. NOTE: MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 40 #5 BAR INSTALL IN SLAB W/5" MINIMUM EMBEDMENT, USE EPDXY GROUT. MISSING TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDDMENT ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON MTSM16 W/ (4) 1/4"x2 1/4" TITEN SCREWS AND 7-10 D NAILS IN TRUSS, MAS CAP IS 840 #. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. EXTERIOR CEMENTITIOUS FINISH CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM 7/8" IN THICKNESS CEMENTITIOUS FINISH OVER CMU TO BE A MINIMUM 5/8" IN THICKNESS TO MEET ASTM C926 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TRUSS ENGINEER NOTE PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. PRE -CAST NOTE ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. MANUFACTURERS NOTE �co 0 'G qb +` No 70658 * L .. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER,# 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y w U) U z Q U J m J u_ J O Q Q 0 > W p z d z p J w mUILEOj ❑ ❑ ❑ ❑ ❑ U Z o J Ld > 0 w w 0 Of 0 J J z Q p Q 0 z m CD CD W UO cV Z F- m _ w _ 0 Q � � o z Z Q og U Z z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET Sl STRUCTUI?AL DETAILS STORY I4OMPH mm RECESS SLAB 1-1/4" DEEP --- 5-1/2" WIDE FOR 2 PANEL DOORS 7" WIDE FOR 3 PANEL DOORS 9" WIDE FOR 4 PANEL DOORS 1/2" DRYWALL-- , WOOD BASE-- /- TYPICAL AT LOAD BEARING FRAME WALLS \ \ j 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" LIVING J �� �. O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. ELEV AT 0'-0" 1 ST FLOOR FF - -° °-� ° a _d 04. 6" LAPPED AND - / \/\\ d d a /\ x TAPED 6" MIL. V.B. (2) #5 REBAR CONT. ON #3 WIRE CHAIRS @ 6'4" O.C. TYP. SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD LOMFONENTS a FINAL FRAME STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 5/8" DIA. X 8" SIMPSON TITEN HD ANCHORS W/ 2" DIA. WASHERS MAY BE USED IN LOCATIONS WHERE ANCHOR BOLTS HAVE BEEN MISSED, OR RENDERED UNUSABLE DURING CONSTRUCTION. ANCHOR BOLT NOTE - EXTERIOR BLOCK WALL BEYOND ;---4" CONC. PATIO SLAB ELEV AT 0'-0" ° 1 ST FLOOR FF d\� O SLAB RECESS AT SLIDING GLASS DOOR 112" DRYWALL -- WOOD BASE --- ELEV AT 0'-0" 1ST FLOOR FF — - — d. --112" DIA. X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" DIA. X 1/8" WASHER EMBED A MIN. OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING ` FOR BOTH ROOF AND FLOOR. 00 9 IT 6" LAPPED AND- �\/\\ N \ TAPED 6" MIL. V.B. _ _-----(2) #5 CONT. 3" SOIL TO BE TREATED FOR TERMITES CONC. COVERAGE OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD -----1'-4" SINGLE FLOOR LOAD BEARING 1'-8" SECOND FLOOR LOAD BEARING W/ (3) #5 CONT. (@ 2 STORY) INTERIOR BEARING WALL FOOTING DOOR - SEE FLOOR PLAN FOR SPECS --THRESHOLD IN FULL 4 BED OF CAULK CM c}' d 4 —4 — — \ COLD JOINT ....:�\\// SEE FOUNDATION PLAI�1' FOR FOOTING SPECS 14 EXT. OUTSWING DOOR DTL N.T.S 1 v.4" ELEV AT 0'-0" 1 ST FLOOR FF �I SLOPE SIMPSON HETA20 TYP.--- j___ INSULATION R-30 1'-0. --- ------- KNOCK -OUT BLOCK WITH (1) #5 ROD CONT. ° w 0 z --- (1) #5 REBAR CONT. FROM FTG. TO KNOCK w OUT BLOCK TIED @ 25" ABV. SLAB & POURED U SOLID WITH CONCRETE TYPICAL ALL = LL TEXTURED CEMENT--' f CORNERS.95 FINISH \ °D a `- 1X2 PT FURRING CONT. H - -1/2" DRYWALL _z Q WOOD BASE N -- -- - - - ---- - - -ffiv/ I ELEV AT 0'-0" - — - - - - - - - - �r 1ST FLOOR FF 50 .._........ - .-.. C? GRADE r o//� //� / -- 6" LAPPED AND o \\\ \\\ \\\ _ \ TAPED 6" MIL. V.B. TWO STORY NOTE: /P SOIL TO BE TREATED FOR TERMITES j' WHEN TWO STORY - OR UTILIZE BORAGARE TERMITE (2) #5 REBAR CONT. ON ----' 1'-4" 4° FOOTING SHALL BE V-8" TREATMENT TO ALL WOOD #3 WIRE CHAIRS @ - X V-8" W/ (3) #5 CONT. c-�(DMF(DNFNTS a FINAL FRAME 6-0" O.C. TYP. ATYPICAL ONE STORY SECTION AT HOUSE SEE DETAIL 1/S7 FOR TWO STORY 6" LAPPED AND TAPED 6" MIL. V.B. (1) #5 REBAR CONT_ON ---�/ SOIL TO BE TREATED FOR TERMITES #3 WIRE CHAIRS @ OR UTILIZE BORAGARE TERMITE @ 6'-0" O.C. TYP. TREATMENT TO ALL WOOD c,(DMFnNFN7,:--p a FINAL FRAME --THICKENED SLAB AT ENTRY STOOPS. AND LANAI SLABS GRADE I 1X2 PT FURRING CONT--\ FINISH SEE ELEVATION 1/2" DRYWALL-- WOOD BASE "- (1) #5 REBAR CONT. FROM FTG. TO KNOCK OUT \ \� BLOCK TIED @ 25" ABV. -LIVING ` SLAB & POURED SOLID y WITH CONCRETE. ELEV AT 0'-0" 1ST FLOOR FF r 6 LAPPED AND --- TAPED 6" MIL. V.B. .\�/\\//�\//�\ �, -(2) #5 REBAR CONT. ON SOIL TO BE TREATED FOR TERMITES #3 WIRE CHAIRS @ 6'-0" OR UTILIZE BORAGARE TERMITE O.C. TYP. TREATMENT TO ALL WOOD r_OMRONFN75� a FINAL FRAME ,STEP DOWN AT CONCRETE BLOCK BEARING WALL _ELEV AT 0'-0" 1ST FLOOR FF 6' T, SOIL TO BE TREATED FOR TERMITES V OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD (1' .. � . 1 " r-OMFONENTS a FINAL FRAME CONT. ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. INTERIOR NON -BEARING WALL FOOTING AT STEP DOWN SLOPE EXTR. BLK. WALL BEYOND 13" WIDE X 3/4"----- DEEP PITCH SLAB / - EXPANSION JOINT TO DRIVE ' 1�t CONCRETE DRIVE �- GARAGE-�., I TO STREET ELEV AT 0'-0" -- - - I 1 ST FLOOR FF d. SLAB RECESS AT GARA E DOOR da o a __:_ a ° a U ° °. 4 + a - a m 0 ° a a d ° a a ° a. ° a EMBEDDED ° a a a 0 LAP SPLICE ° a d v __ a 4 0 d 4 U d a ` a c a. d - - a. a, d ° a4 43 - 2-1/2" ° as U #4 = 2-1/2" a i a ° ° a #5 = 2-1/2" 8 a d #6=3'� a #7 = 3-1/2" d— d „B" a STANDARD 900 HOOK STANDARD 1800 HOOK REBAR LAP EMBEDMENT AND HOOK SCHEDULE 10 REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR BEND LENGTH LAP BEND LENGTH LAP SIZE DIAMETER SPLICE DIAMETER SPLICE #3 1 7/8 4 1 /4 7 15 2 1/4" 4 1 /4 9 1 /4 18 � 2 1/2 5518 9 1/2 20 3" 5 518 12 1/2 24 #53 1 /8 7 11 3/4 25 3 3/4" 7 15 1 /2 30 #6 3 3/4 8 7/16 14 30 4 1/2" 8 7/16 18 1/2 36 #7 4318 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 #8 _ _ _ _ $" 11.25 24 3/4 4$ #10 _ _ 10" 14.06 31 60 #11 _ _ 11" 15.46 341/4 66 RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3.33 4.0 4.67 5.33 6.0 6.67 7.33 2'-$" 3'-4" 4'-0" 4'-8" 51-4" 6'-0" 6'-8" 7'-4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 Y N/A N/Ama 0LOMFONENTS a FINAL FRAME, - 2'-8" + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL -� OF BUILDING ? --(1) #5 CONT. --- pAVERED POOL DECK � L/2 MIN.-----� ;-_ 4" SLAB Q #5 90° HOOK, EA. VERTICAL 6" THICK SLAB @REBAR o'er � ��- ch I- - - WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL OUR -A -WALL- ----(1) #5 VERTICAL EA. COURSE � (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT - _- (C) #5 CONTINUOUS •� 1 ZI GRADE* SOIL TO BE TREATED 1=0R TERMITES OR UTILIZE BORAGARE TERMITE = a \4 .. da TREATMENT TO ALL WOOD W/2 3000 PSI------' (1) #5 @ (D) O.C. CONCRETE ; W NOTE: ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE GRANULAR SOILS EQUIVALENT FLUID PARAMETERS, IF WALL EXIST ABOVE J RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE � i 3? PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4� 60 KSI STEEL REINFORCEMENT. (5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE". (6) ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) ry 1q.!`i'Y iC't"�i � TAMPA CIVIL DESIGN ��.�" • Q�/C'��rl"�, 5289 EHRLICH ROAD �� • G E N SF•.• ,��� AFL A 5685 36 'b+ V`(813)960 PHONE s � � N0 70658 • � (813) 482-9128 FAX + JEREMV COUCH, P,E. PROFESSIONAL ENGINEER # 70658 �':0•STATE OF . !HEREBY CERTIFY THAT I HAVE � �•1(/ ♦ REVIEWED THE ATTACHED �.(�°•.� DESIGN, AND FIND IT TO BE IN i��� ' •.•� R COMPLIANCE WITH SECTION R301 OF THE 11�� ,,,,��� CODE, 10 FLORIDA BUILDING RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED !l, TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z U z Q 0 a� U U J m J J J J LL J Q Q W a:p z Q I­_ Q J W m U � O 0 :co D CD CD 0 0 CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR BEND LENGTH LAP BEND LENGTH LAP SIZE DIAMETER SPLICE DIAMETER SPLICE #3 1 7/8 4 1 /4 7 15 2 1/4" 4 1 /4 9 1 /4 18 � 2 1/2 5518 9 1/2 20 3" 5 518 12 1/2 24 #53 1 /8 7 11 3/4 25 3 3/4" 7 15 1 /2 30 #6 3 3/4 8 7/16 14 30 4 1/2" 8 7/16 18 1/2 36 #7 4318 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 #8 _ _ _ _ $" 11.25 24 3/4 4$ #10 _ _ 10" 14.06 31 60 #11 _ _ 11" 15.46 341/4 66 RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3.33 4.0 4.67 5.33 6.0 6.67 7.33 2'-$" 3'-4" 4'-0" 4'-8" 51-4" 6'-0" 6'-8" 7'-4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 Y N/A N/Ama 0LOMFONENTS a FINAL FRAME, - 2'-8" + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL -� OF BUILDING ? --(1) #5 CONT. --- pAVERED POOL DECK � L/2 MIN.-----� ;-_ 4" SLAB Q #5 90° HOOK, EA. VERTICAL 6" THICK SLAB @REBAR o'er � ��- ch I- - - WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL OUR -A -WALL- ----(1) #5 VERTICAL EA. COURSE � (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT - _- (C) #5 CONTINUOUS •� 1 ZI GRADE* SOIL TO BE TREATED 1=0R TERMITES OR UTILIZE BORAGARE TERMITE = a \4 .. da TREATMENT TO ALL WOOD W/2 3000 PSI------' (1) #5 @ (D) O.C. CONCRETE ; W NOTE: ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE GRANULAR SOILS EQUIVALENT FLUID PARAMETERS, IF WALL EXIST ABOVE J RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE � i 3? PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4� 60 KSI STEEL REINFORCEMENT. (5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE". (6) ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) ry 1q.!`i'Y iC't"�i � TAMPA CIVIL DESIGN ��.�" • Q�/C'��rl"�, 5289 EHRLICH ROAD �� • G E N SF•.• ,��� AFL A 5685 36 'b+ V`(813)960 PHONE s � � N0 70658 • � (813) 482-9128 FAX + JEREMV COUCH, P,E. PROFESSIONAL ENGINEER # 70658 �':0•STATE OF . !HEREBY CERTIFY THAT I HAVE � �•1(/ ♦ REVIEWED THE ATTACHED �.(�°•.� DESIGN, AND FIND IT TO BE IN i��� ' •.•� R COMPLIANCE WITH SECTION R301 OF THE 11�� ,,,,��� CODE, 10 FLORIDA BUILDING RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED !l, TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z U z Q 0 a� U U J m J J J J LL J Q Q W a:p z Q I­_ Q J W m U � O 0 :co D CD CD 0 0 CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3.33 4.0 4.67 5.33 6.0 6.67 7.33 2'-$" 3'-4" 4'-0" 4'-8" 51-4" 6'-0" 6'-8" 7'-4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 Y N/A N/Ama 0LOMFONENTS a FINAL FRAME, - 2'-8" + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL -� OF BUILDING ? --(1) #5 CONT. --- pAVERED POOL DECK � L/2 MIN.-----� ;-_ 4" SLAB Q #5 90° HOOK, EA. VERTICAL 6" THICK SLAB @REBAR o'er � ��- ch I- - - WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL OUR -A -WALL- ----(1) #5 VERTICAL EA. COURSE � (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT - _- (C) #5 CONTINUOUS •� 1 ZI GRADE* SOIL TO BE TREATED 1=0R TERMITES OR UTILIZE BORAGARE TERMITE = a \4 .. da TREATMENT TO ALL WOOD W/2 3000 PSI------' (1) #5 @ (D) O.C. CONCRETE ; W NOTE: ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE GRANULAR SOILS EQUIVALENT FLUID PARAMETERS, IF WALL EXIST ABOVE J RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE � i 3? PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4� 60 KSI STEEL REINFORCEMENT. (5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE". (6) ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) ry 1q.!`i'Y iC't"�i � TAMPA CIVIL DESIGN ��.�" • Q�/C'��rl"�, 5289 EHRLICH ROAD �� • G E N SF•.• ,��� AFL A 5685 36 'b+ V`(813)960 PHONE s � � N0 70658 • � (813) 482-9128 FAX + JEREMV COUCH, P,E. PROFESSIONAL ENGINEER # 70658 �':0•STATE OF . !HEREBY CERTIFY THAT I HAVE � �•1(/ ♦ REVIEWED THE ATTACHED �.(�°•.� DESIGN, AND FIND IT TO BE IN i��� ' •.•� R COMPLIANCE WITH SECTION R301 OF THE 11�� ,,,,��� CODE, 10 FLORIDA BUILDING RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED !l, TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z U z Q 0 a� U U J m J J J J LL J Q Q W a:p z Q I­_ Q J W m U � O 0 :co D CD CD 0 0 CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL -� OF BUILDING ? --(1) #5 CONT. --- pAVERED POOL DECK � L/2 MIN.-----� ;-_ 4" SLAB Q #5 90° HOOK, EA. VERTICAL 6" THICK SLAB @REBAR o'er � ��- ch I- - - WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL OUR -A -WALL- ----(1) #5 VERTICAL EA. COURSE � (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT - _- (C) #5 CONTINUOUS •� 1 ZI GRADE* SOIL TO BE TREATED 1=0R TERMITES OR UTILIZE BORAGARE TERMITE = a \4 .. da TREATMENT TO ALL WOOD W/2 3000 PSI------' (1) #5 @ (D) O.C. CONCRETE ; W NOTE: ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE GRANULAR SOILS EQUIVALENT FLUID PARAMETERS, IF WALL EXIST ABOVE J RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE � i 3? PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4� 60 KSI STEEL REINFORCEMENT. (5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE". (6) ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) ry 1q.!`i'Y iC't"�i � TAMPA CIVIL DESIGN ��.�" • Q�/C'��rl"�, 5289 EHRLICH ROAD �� • G E N SF•.• ,��� AFL A 5685 36 'b+ V`(813)960 PHONE s � � N0 70658 • � (813) 482-9128 FAX + JEREMV COUCH, P,E. PROFESSIONAL ENGINEER # 70658 �':0•STATE OF . !HEREBY CERTIFY THAT I HAVE � �•1(/ ♦ REVIEWED THE ATTACHED �.(�°•.� DESIGN, AND FIND IT TO BE IN i��� ' •.•� R COMPLIANCE WITH SECTION R301 OF THE 11�� ,,,,��� CODE, 10 FLORIDA BUILDING RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED !l, TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z U z Q 0 a� U U J m J J J J LL J Q Q W a:p z Q I­_ Q J W m U � O 0 :co D CD CD 0 0 CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET U z Q 0 a� U U J m J J J J LL J Q Q W a:p z Q I­_ Q J W m U � O 0 :co D CD CD 0 0 CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET CJ z coIL Q J w Q Q� w �� w W`� v 0 rr J �z a>_a Q z m 0� �W U N � N z T � m O w li z z Q 0 z z0 ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 SHEET --2X S.P.F. STUDS AT 16" O.C. h, oral-ml01ly.1-FAT; ID COMMON 16" O.C. )10D DMMON MPSON SP2 :)NC. BLK WALL 1/2" DIA. ANCHOR BOLTS AT 24" O.C-- W/ NUT AND WASHER. (1) SIMPSON SP1 TYP.- 3E 1/2" DIA. A.B. OR SIMPSON TITEN HD /8" X 6") @ 24" O.C. 2" DIA. X 10" W/ 1 1/4" BEND ANCHOR DLT @ 24" O.C. MIN. EXT. & 24" MIN. T. USE 2" DIA. X 1/8" WASH. EMBED A IN. OF 6" INTO CONCRETE CELL TO FILLED W/ CONC. TO FOOTING. ) SIMPSON SP1 @ EA. STUD. TO BE USED AT ALL INTERIOR AND EXTERIOR LOAD BEARING WALL MASONRY/WOOD CONNECTIONS INTERIOR WOOD STUD BEARING WALL AND EXTERIOR WALL ATTACHMENT EMBED ACI STD. HOOK IN BOND BM. IV IVIIIV. a _7a d 4, _ fj IF 0 77 EMBED ACI STD. HOOK IN FOOTING p C d O A E . _4 — MASONRY WALL '---K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID (SEE PLAN FOR LOCATIONS) #5 DOWELS (SEE PLAN FOR LOCATION) LAP 25" MIN. OUT _ ELEV AT 0'-0" 1 ST FLOOR FF FOOTING (SEE PLAN) REINFORCED CELL DETAIL 2X STUD 8" C. M. U. 1X P.T. STUD #5 VERT. IN FILLED CELL 1/2" DIA. ANCHOR BOLTS AT 24" O.C. W/ NUT & WASHER OR TITEN HD. 2X P.T. PLATE FRAME WALL TO C.M.U. WALL CONNECTION 1/2" X 8" ANCHOR BOLT @ SIMPSON H3 W/ (8) 8D NAILS 24" O.C. W/ NUT AND USP916 FASTEN TO TOP AND BOTTOM WASHERS OR EQUAL. PLATE PLUS HORIZ. BLOCKING AT 48" O.C. 2X4 P.T. PLATE e•� REINFORCED CELL-'/ NOTE: IN LIEU OF CAST -IN -PLACE ANCHORS, 5/8" (MIN.) X 6" SIMPSON TITEN HD ANCHORS MAY BE USED. INSTALL TITEN HD ANCHORS WITHIN 6" OF TOP AND BOTTOM PLATE AND 24" O.C. BETWEEN END ANCHORS. STEPPED MASONRY WALL TIE BEAM DETAIL 7 5/8" 1. 8" 7 5/8" 8" 7 5/8" 1, 8" ILJL-1 ILJI — SOLID AREAS I I — -] SOLID AREAS ARE STEEL AND r ARE STEEL AND INTERIOR ( 1 GROUT L J I 1 1 GROUT LJ jj WALL SAW CUT — SAW CUT I — FULL 8XBX16 1 TO 10 1/2" . I TO 10 1/2" I . I BLOCK —DOOR OPENING— - I I}-.- f - DOOR OPENING— 4 -� { — DOOR OPENING I J r L FILL THIS CAVITY FILL THIS CAVITY J I J 1 . 1 . 1 I�I II II FILL THIS CAVITY — WITH GROUT FROM I I WITH GROUT FROM I� — �1 WITH GROUT FROM EXTERIOR 1 r -I 1 FINISHED FLOOR I FINISHED FLOOR (- -) I FINISHED FLOOR WALL L I I GRADE TO LINTEL I L J I GRADE TO LINTEL L J GRADE TO LINTEL r-1r� ABOVE — ABOVE I ABOVE L*j IlIi V I i l l s I 4 I 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2MASONRY DETAIL KNOCK -OUT BLK. W/ #5 CONT. FILL CELL W/ CONC. 1 1/2'' V-0" 8 7/8' CTUAL 2" X 6" WHEN TRUSS HAS 2" X 4" TOP CHORD 2" X 6" TOP CHORD METAL FASCIA VENTED METAL SOFFIT 6 METAL SOFFIT DETAIL THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PARE OR PORTION OF THE PLAN SET. TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. FILL CELL FULL W/ 3000 PSI MIN. GROUT AT 28 DAYS 25" MIN. OVERLAP (1) #5 REBAR (40ksi) EMBEDDED 6" INTO SLAB CENTER OF CELL. DRILL 3/4" X 6" HOLE AND EPDXY WITH SIMPSON SET EPDXY OR EQUAL. EXISTING FOOTING RETROFIT DOWEL DETAIL ,-- PRECAST LINTEL-REG. OR RECESS LINTEL COURSE AS NEEDED FOR TRANSOM HEIGHT II ------------ 11 FRAME INFILL — AROUND WINDOW III ZIV,- TRANSOM__\ I I \ I� / OPENING \ 11 PRECAST RECESS LINTEL (FILLED) 11 II VDOOR it OPENIN 11 Vk- 7 LINTELS AT ENTRY DOOR WITH TRANSOM REBAR IN REBAR MAX SPAN ALLOWABLE MARK SIZE LINTEL IN KO CONFIGURATION (FT) LOAD (PLF) PC1 8"x8" 145 NO KO PRECAST LINTEL FILLED SOLID 6'-0" LINO PC2 8"x12" 145 NO KO FILLED PRECAST WITH 4" HALF BLOCK 14'-0" UNO FILLED PRECAST W/ FILLED KO ABOVE VARIES PC3 8"x16" NONE 145 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION FILLED PRECAST W/ FILLED KO ABOVE VARIES PC4 8"xl6" 145 145 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION * ALLOWABLE LOADS TO BE PROVIDED BY LINTEL MANUFACTURER FOR GIVEN CONFIGURATION MASONRY LINTEL SCHEDULE S No 70658 r y` ita r �':0 STATE OF oA � e 4rE N ♦♦* TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M 1 HEREBY CERTIFY THAT I HAVE RENEVED THE ATTACHED DESIM AND FIIW IT TO BE IN COMPU.IANCE WIN SEC7101V R301 OF THE 2010 FLORIDA BU LDING CODE: RESM71AL THE ENGIINEER HAS NOT REV ENED THE HdNEERED TRUSS MANUF: LAYOUT TO DETEIMM ANY LOAD BEARNVG CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INF WTKIN IS SUPPLIED TD THE ENGNVEEIt SEALED FOR STRUCTURE ONLY U Z Q m cr O U J J J J J O W LL _ j Q p O Z > Q Q J W J I: W J m0I.LOj _ _ = g ❑❑❑❑❑ U Z o Jw Q w w (n /� (T`V-j � W Of L W `I- t� V Q a:v � Z J >_ —1 J Q U z _j m O r w w UN Oo= NCD z O .1� O oN� m w Q rn VJ r r o z z C) `5 Q U z z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET OK STRUCTURAL DETAILS EXTERIOR WINDOW FRAMING CONNECTION DETAIL HEADER DETAIL ur r �� son 'ENI HAN TO nl I-+mI r_- ._-- OPENINGS GREATER THAN 3'-0" EXTERIOR DOOR FRAMING CONNECTION DETAIL 10D COMMON @ 16" OC (5) 10D (4)10D---� T �..----(3) 10D (4) 16D DOUBLE COMMON COMMON COMMON EA. COMMON TOP PLATE +++ ++ SIDE OF JOINT T ' STUDS @ 16D 9 DOUBLE 16" OC COMMON STUD @ 16" OC `` 16D COMMON @ 16" OC PT BOTTOM PLATE (2) SD (2) 8D COMMON COMMON (2) 16D------ T 1 COMMON T (2) 8D (4) 16D COMMON 4 STUD CORNER COMMON DOUBLE END STUD DOUBLE (2)16D TOP PLATE FASTENERS TOP PLATE COMMON CONDUIT 1 1/2" OR GREATER 16D COMMON @ 16" OC (3) 8D SIMPSON COMMON #SS3 T F LSIMPSON P PT BOTTOM #SS1 —SIMPSON H6 PLATE END STUD INTERIOR STUD SHOE FOR EXTERIOR 16D COMMON & BEARING WALLS 16- OC SIMPSON HD3B-- 12D COMMON— W/ 5/8" DIA A.B. (2) 3/4" DIA @ 12" OC (4) 16D OR A 5/8" DIA' THRU BOLTS COMMON C EXPANSION ' ANCHOR COMMON q � (2) 2X4 W/ 1 /2" PLYWOOD T d SPACER 16D COMMON (4) 16D---/// @ 8" OC COMMON 10D COMMON 4 STUD CORNER STRAPPING INFORMATION @ 12" OC INTERIOR HEADER (NON -BEARING) GENERAL WOOD ATTACHMENT DETAILS 5 TOP PLATE FASTENER SCHEDULE WIND LAPSPLICE NAILING @SPLICE ALL OTHER NAILING 140-150 MPH (EXPOSURE C 24�, 2-ROWS 10D @ 6" O/C 10D @ 8" O/C INTERIOR WALLS 140-150 MPH (EXPOSURE C 24„ 2-ROWS 10D @ 3" O/C 10D @ 8" O/C EXTERIOR WALLS) (2) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED Ept 10D COMMON WIRE NAILS (D=0.148, L=3") OR EQUAL 1 1/4" (3) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL CJKAocnki n04c /--\ ')A" n n (3) 2X6 LAMINATIONS W/ (2) ROWS OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) EACH 30D COMMON NAIL MAYBE REPLACED W/ (2) 16D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5) FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS Pil WOOD POST DETAIL WOOD BEAM SEE PLAN SIMPSON MTS12 + (2) 16D COMMON TOENAILS @ EA. TRUSS USE (2) SIMPSON CS16 (AT CORNERS USE (1) SIMPSON CS16 @ EA. EXTERIOR FACE.) W/(4) 16D COMMON TOENAILS FROM BEAM TO COLUMN U.N.O. @ 4X4 USE ABU44 U.N.O. @ 6X6 USE ABU66 (2) 16D COMMON TOENAILS @ EACH TRUSS REQUIRED REGARDLESS OF STRAPPING SEE UPLIFT SCHEDULE NOTE: SP2'S ARE NOT REQUIRED IF SP4'S ARE USED FOR EACH STUD. TRUSS CONNECTION AT FRAME WALL (2) SIMPSON LSTA24 W/—�\, (18) 10D NAILS -CENTER ON HEADER SIMPSON SP4 W/ (6) 10D NAILS EACH SEE FLOOR PLAN FOR SIZE FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING SIMPSON HTT4 4 HEADER DETAIL (SPAN GREATER THAN 4 -0„ OR GIRDER TRUSS BRG. POINT)do ,�N11111)/ j� MY . cQ� No 70658 ' *�*+ r ,4r� CHANG#*'CMMIXN IS SUPRJED TO ES TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMYCOUCH, P.E. PROFESS/OVAL ENGINEER # 70858 1 HE1siEBY GERWY 7HAT 1 HAVE RENENm 1FIE ATTAINED DESIdI, AND FNV IT In BE W oaAfuANc>E MITH SECfloN R•iof OF DE 2010 FLORIDA BUILDING CW& RE5OEr17IAL TFE ETvalrEEREWENED R HAS NOT T}E PRE - TRUSS MANIA: uYour TO DETER►NNE ANY LOAD eeARNvc OON>DI7MM AND RESERVES Tl'IE RIGHT TO MAIZE ANY AF7ER 71RUSS LOAD SEALED FOR STRUCTURE ONLY z E El El E J J J W � 0 Z Q Q J W m U � Octf Lm CD [If o U z rA Jw Q w O � w W~ v 0 J J Oz O ISSUE DATE APRIL 2006 REVISION DATE 06/16/09 0412012012 -] SHEET STRUCTURAL DETAILS SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE— NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12---- 2X6 SYP. #2 ATTACHED TO INTERSECTING 2X4 BLOCKING W/ (5) 10D NAILS. (1) SIMPSON LTA2 48" O. ATTACHED TO BOTTOM CHORD OF GABLE. 8" MASONRY WALL W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. ---APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 1 OD NAILS @ INTERSECTING BLOCKING AND (1) SIMPSON LSTA12 TO 2X6 VERTICAL BRACE. !It 16 ---- PRE-ENGINEERED 1'-0" o TRUSSES @ 24" O.C. MAX. 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 Q BAY OR 8' FROM MASONRY WALL) Lu 2X4 BLOCKING ATTACHED W/ a (2) 16D TOENAILS EACH END, UNO. CATHEDRAL 1/2" CEILING GYPSUM BD OVER 7/16" NOMINAL APA FLAT APPROVED SHEATHING. ATTACH SHEATHING W/ 8D NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. 2X4 BLOCK (3) 10D NAILS EACH END. NOTE: CROSS BRACING 1/2" GYM BD AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE END WITH FLAT CATHEDRAL APA RATED SHEATHING. S NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12- STRAP 48" O.C. (1) SIMPSON LTA2 48" O.C.- ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. 4 BAY OR 8'-0" MIN.` TRUSS BOTTOM CHORD 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL /2" GYM BD 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7' O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) (1) SIMPSON LSTA12 (TYP) OR PROVIDE 2X4 CONTINUOUS ADJACENT WITHIN 6" OF BLOCKING NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP, EXPANDED BLOCKING INFORMATION DIAGRAM (1) SIMPSON LSTA12 @ 48" O.C, INTO BOTTOM CHORD OF GABL TRUSS AND 2X4 "L" BLOCKING. BLOCKING ATTACHED W/ (2) TOENAILS EACH END, U.N.O. -- - Y -2X8 PT PLATE WI 1/2" DIA. ANCHOR BOLTS 10D NAILS 6" O.C. CONNECTING---- BOTTOM CHORD OF GABLE TO 48" O.C. EMBED. MIN. OF 6" INTO 2500 P.S.I. 2X8 PT PLATE, CONT. GROUTED 8" BOND BEAM W/ (1) #5 CONT. SALT. MASONRY GABLE CONNECTION — OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE PRE -ENGINEER TRUSS BRACING OVERLAP DETAIL SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE — NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12---------- STRAP 48" O.C. (1) SIMPSON LTA2 48" O.C: ATTACHED TO BOTTOM CHORD OF GABLE APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 1 OD NAILS @ INTERSECTING BLOCKING. 11 -01 I zzl�o- "I —PRE-ENGINEERED TRUSSES @ 24" O.C. 1/2" CEILING GYM BD W/ 5D COOLER _ NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) —2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL 8" MASONRY WALL-----' Ll NOTE: CROSS BRACING W/ (1) #5 REBAR CONT. AND ALL BLOCKING TO BE IN KNOCKOUT COURSE. 1/2 GYM BD REPEATED 48" O.C. TYP. ATYPICAL MASONRY GABLE END SEE NAILING SCHEDULE T FOR ATTACHMENTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. APA RATED SHEATHING. SEE MAX. o0 NAILING SCHEDULE TABLE FOR o0 ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 EACH END OF "L" BRACE. 2X4 #1, 2X6, OR 2X8 SYP. #2 - @ 16" O.C. SEE FLOOR PLAN FOR SIZING OF STUDS. 2X BLOCKING @ ALL -- SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. HOOK TO MATCH ROOF PITCH 12" 2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ INTERSECTING BLOCKING. `- 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. (1) SIMPSON H1 NOTE: CROSS BRACING FLAT OR CATHEDRAL AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL FRAME WALL GABLE END MIN. HOOK LENGTH SEE FLOOR AND ROOF LINE FOUNDATION PLANS FOR PLACEMENT OF VERTICAL FILLED CELL n CEILING PITCH TO BE 1/2 12 OF ROOF PITCH OR LESSER 8" MIN. RAKED BEAM i VARIES 12 TOP OF RAKED BEA VARIES&, #5 CONT. W/ 3000 PSI CONCRETE CEILING DIAPHRAGM FILLED (SEE LAP SPLICE TABLE) VERTICAL FILLED CELLS @ 48" O.C. FOR GABLE WALLS EQUAL OR GREATER THAN 12'-0". PROVIDE INTERMEDIATE BOND BEAM @ 11'4'. FOR WALL SECTIONS LESS THAN 12'-0", SEE FLOOR PLAN FOR VERTICAL CELL PLACEMENT. (SEE PLAN FOR F.C. LOCATION.) SLOPED MASONRY BOND BEAM DETAIL APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT U.N.O. PRE-ENGINEERED TRUSSES @ 24" O.C. 1. 1' -0" MAX. � BRACING PER TRUSS- ENGINEERING APA RATED SHEATHING. SEE Q NAILING SCHEDULE TABLE v FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY (1) SIMPSON LSTA12 OR 8' FROM MASONRY WALL) STRAP 48" O.C. 2X4 BLOCKING ATTACHED W/ (1) SIMPSON LTA2 48" O.C. (2) 16D TOENAILS EACH END, UNO. ATTACHED TO BOTTOM FLAT OR CATHEDRAL CHORD OF GABLE 1/2" GYM BD NOTE: CROSS BRACING 8" MASONRY WALL — AND ALL BLOCKING TO BE w/ (1) #5 REBAR CONT. REPEATED 48" O.C. TYP. IN KNOCKOUT COURSE. GABLE SECTION LESS THAN 4'-0" HIGH APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. COMPRESSION WEB SLOPING OR VERTICAL. CONTINUOUS PERMANENT LATERAL BRACE (CLB) PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. NOTE: 1/2" CEILING GYPSUM BD. THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES.�_`IX4 MIN. BRACING (AS REQUIRED BY HIB-91) W/ (2) 1 OD NAILS @ INTERSECTING WEBS CLB BRACING AT 20' MAXIMUM INTERVALS CLB DIAGONAL BRACE-- - CONTINUOUS CORD AS REQUIRD BY HIB-91 BRACING 1X4 MIN. 20'-0"� 20'-0"_ _ 10 d -- IL a 7 In � Z o w w - _ Cl w _ m a d :7 TOP AND BOTTOM CORD GABLE END. BRACING AT 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES. NOTE: 1) SEE TRUSS MANUFACFACTURE'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3) "X" BRACE CENTER @ 20' INTERVALS AND EACH SIDE OF CENTER OF RAT RUNS. GABLE AND CLB BRACING DIAGRAM 10 `,�N 111/1 ff If! �NIY co E N,& ,.. roio s No 70858 z :�.. so STATE OF .: 4U 41 of TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706-M / HEREBY CER7FY THAT 1 HAVE REVIENED 7HE ATTACHED DESXK AND FM IT TO BE IN COMPUANCE 107H SEC710N R301 OF 7NE 2010 FLORIDA BUILDIM CODE; RESIM71AL 7HE ENGN ER HAS NOT REWENED 7HE PfIE- 7RUSS MANUF. LAVWT TO WERMNVE ANY LOAD 6EARIW CONDI71ONS AND RESERVES THE MW TO MAKE ANY CHANGES AF1ER TRUSS LOAD INFORMATION IS .%Nfv D m 7HE Elvavim SEALED FOR STRUCTURE ONLY U Z Q 0 m 0 -i 0 J _j J J I1--J J < Q O j ir z r Z W 0 J -1W Ix J m0LL0 _ _ _ ❑ ❑ ❑ ❑ ❑ U Z co IL J Q w W cn W t� V Q T_V Of Z J� J J Q Q Q LL � z m �— r 0 W UN O Nz O �0 n,/ LL O o N m m -r w = rrnn d' _ :2Q o VJ r r � Z >_n Z oZ Q U z J Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S5 STRUCTURAL DETAIL S • SEE TRUSS LAYOUT FOR STRAPPING. FASTEN EA. STUD T PLATE W/ SIMPSON (12)10D NAILS. FULL DEPTH BLOCKI PANEL EDGES W/ (3 TOENAILS EACH ENI SIMPSON SPI W/ (10) NAILS EACH STUD. INSTALL 8" X 1/2" 0 "J AND WASHERS W/ 5" EMBED AT 2'-0" O.C. (MAX.) CENTERED ON WALL. STRUCTURAL KNEEWALL /SHEAR WALL 2X BUCKS ATTACHED WITH- 1/4" X 3" MASONRY ANCHORS AT 12" O.C. WITH MAX. 6" FROM END OF MEMBER AT MASONRY OPENINGS. 2X MEMBERS ATTACHED W/ SIMPSON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X - ATTACH WINDOW -- THROUGH BUCK TO MASONRY/ WOOD FRAMING IF 2X - ATTACH TO 2X BUCK. IF 2X - ATTACH TO MASONRY— W/ 1/4" X 3" MASONRY ANCHOR AT 12" O.C. W/ MAX. 6" FROM END OF BUCK (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SIMPSON A351 AT ALL 2x TO 2x CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/ MIN. (2) 10D NAILS, END NAILING TO MEMBERS FOR WINDOW/ BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. TRUSS ENG. ;TUDS 6" O.C. BOTTOM PLATE 'TING MASONRY WALL ;PECIFIC LOCATION. SHEATHING ATTACHED TO EXTERIOR FRAMING PER SPECIFICATIONS GIVEN IN SEALED PLAN SET. FRAMING ABOVE/ BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINHGS/ CODE. TYP. 16" FRAMING SPACING SHEATHING AND ATTACHMENT TO MEET SPECIFICATIONS IN SEALED PLAN SET. WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO MASONRY/ WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO MASONRY PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEEWALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/ SHEATHING ATTACHMENT AT TOP/ SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS AT CENTER OF ARCH, USE DIRECT ATTACHMENT TO MASONRY/ WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK AT EACH SIDE TO EDGES OF OPENING. ALL MASONRY ANCHORS TO HAVE MIN. 1 1/4" EMBEDMENT. GENERAL IRREGULAR WINDOW ATTACHMENT SIMPSON HGAM10 CONNECTOR W/ (6) 10D X 1 1/2" INTO BLOCKIN AND (3) 1/4" X 2 1/4" TITEN INTO MASONRY. 1/2" HIGH STRENGTH OR 5/8" GYI TRUSSES T RUN BRACING AT 24" O.C. OF BOTTOM CHORD FOR SS SPANS ATTACHED 6D AT EACH TRUSS JOINT. 3CKING AT 24" O.C. 6D TOENAILS @ EACH END. RY WALL i ECTURAL FINISH. EXT. MASONRY WALL CONNECTION AT NON -LOAD BEARING LOCATION 12 (TYP.) SEE ELEV. SIMPSON SP2 @ EA. STUD: 7/16" APA RATED SEATHING-- - SEE SCHEDULE FOR FASTENING. 2X4 SYP #1 STUD @ 16" O.C. SIMPSON SP1 @ EA. STUD: 1/2" DIA. ANCHOR BOLT W/ NUT & WASHER. @ 24" O.C. 8" X 8" X 16" K.O. BLOCK W/ (1) #f CONT. AND FILLED W/ 2500 P.S.I. GROUT. (1) #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK. PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. UPLIFT CONNECTOR. (SEE SCHEDULE) DOUBLE 2X4 S.P.F. TOP PLATE. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY (3) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST (2) LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED. MAIN SPAN ROOF TRUSS. UPLIFT CONNECTOR. (SEE SCHEDULE) MOISTURE BARRIER. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON A34 CONNECTOR W/ (4) 8D X 1 1/2" INTO BLOC AND (4) 8D X 1 1/2" INTO TOI 1/2" HIGH STRENGTH OR 5/E WOOD TRUSSES 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED W/ (2) 16D AT EACH TRUSS JOINT. 2X4 BLOCKING AT 24" O.C. W/ (2) 16D TOENAILS @ EACH END. EXT. FRAME WALL CONNECTION AT NON -LOAD BEARING LOCATION EDGES (SEAMS - OF SHEATHING) BLOCKING SEAM FOR — WALL, PANEL SHEATHING CLIP FOR ROOFS TONGUE AND GROOVE FOR FLOORS JOIST, RAFTER OR STU DGE FIELD TYPICAL NAILING SCHEDULE NAIL SHEATHING SHEATHING EDGE FIELD ROOF 8D COMMON 7/16"---> 5/8" NOMINAL 4" 6" 6" WALL 8D COMMON 7/16"—>5/8" NOMINAL 4" 6" 6" FLOOR 10D COMMON 3/4 T.G. 6" 6" 12" ALL SHEATHING APA RATED, EXTERIOR GRADE. NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED AT RIDGE OR HIP. AT 12" OR LESS USE LUMBER ONLY BLOCKING 2X4 FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. TYPICAL NAILING SCHEDULE FOR WALL ROOF AND FLOOR 0 ,1rvuI,i 4y co * : No 70658 � • r v'Ot• /STATE OF •:�; BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRUSS TOP CHORD. BOUNDARY NAILING FOR OVERHANG OUTRIGGER AT 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 950-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70M I HEREBY CIERWY THAT I HAVE RFVIEMED 7NE ATTACHED DESXK AND FWD IT 70 BE IN CCM PUANCE 107H SEC7ION R301 OF 7NE 2010 FLORIDA BULLING CODE RESDENNAL. THE ENGNEER HAS NOT REVEMED 7HE PRE—ENGIINEERED TRUSS UANUF. LAYOUT 70 DE7ENAM ANY LOAD BEARING COND171M AND RESERW3 7NE RIGHT 70 MAKE ANY CHANGES AFTER TRUSS LOAD WF0RUA710N 6 SUPPLIED TO THE ENOWEER. SEALED FOR STRUCTURE ONLY U z Q >- m O � U J J --� .J o I.I—.I<pZQ -1 Q o Q J W r W J CC J m0ILOj CO ❑ ❑ ❑ ❑ ❑ U Z Jw Q w v7 0 w rr W`n roc QV c� Z _j a. J J ¢ Q G U Z O Lo m U r 0 c� W 0 04 N_ z 0 T ��0 �0 D N m o z 0 z oz Q U I z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET TRUCTURAL DETAIL RUN SHEATHING CONTINUOUS TO TOP OF MASONARY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS (R-19 MIN.) 1/2" NOMINAL APA RATED ---- SHEATHING W/ METAL "H" CLIPS. TILE ROOF ON 90#-- ROLL ROOFING ON 15# SEE ELEVATION PAGES - FOR SOFFIT AND FASCIA DETAIL. (2) 2X10 WOOD HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE. TRIM - SEE ELEVATIONS ALUMINUM FRAMED WINDOV SEE FLOOR PLAN FOR SIZES TRIM VARIES - SEE ELEVA INSULATION PER COMMUNI SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING SEE SCHEDULE FOR NAILING. 7/8" MIN. CEMENTITIOUS COATING OVER METAL LATH. 2X4 SOLE PLATE NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY 2X4 #1 SYP RIM W/--------''� (3) 16D NAILS EACH TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ BLOCI 1/2" DIA. ANCHOR BOLT W/ EXTENSI NUT AND WASHER AT 24" O.C. 8" CONIC. K.O. BLOCK BOND E POUR SOLID W/ (1) #5 REBAR CONT. HOIZ. MIN. LAP = 25" ALUMINUM FRAMED WINDOW SEE FLOOR PLAN FOR SIZES PRE -CAST CONC. SILL 4" HIGH CONC. BLK. 8" CMU PER ASTM-C 90, 1900--- P.S.I. MIN. W/ TYPE M OR S MORTAR PER ASTM-C 270. s -4' CONC. SLAB (2500 P.S.I.) 5/8" CEMENTITIOUS COATING OVER CONC. BLOCK 9,L 0o GRADE op r \/\\/\\\\\ 6" LAPPED AND TAPED 6" MIL. V.B. (3) #5 REBAR CONT. ON # 3 WIRE CHAIRS @ 6'-0" O.C. TYP. V-8" 501L TO BE TREATED FOR TERMITES OR UTILIZE BORAOARE TERMITE TREATMENT TO ALL WOOD ATYPICAL TWO STORY WALL SECTION ENGINEERED ROOF - TRUSSES AT 24" O.C. 12 6F INSULATION BAFFLE INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS (SEE ROOF PLAN) DBL. 2X4 TOP PLATE / GYP. BOARD RETURN 1 II V `~--DBL. 2X4 TOP PLATE IIy II SIMPSON SP2 AT EACH WINDOW SILL CAULK AT WINDOW I STUD TO TOP PLATE I ,.---2X4 SILL `� WALL CONNECTION NO WINDOW --/ �—— — — — — — — — / —1/2" GYPSUM BOARD 2X FRAME WALL 12" O.C. WHEN WALL IS PERPENDICULAR TO FLOOR ` �SYS. 2X FRAME WALL 16" O.C. WHEN WALL IS PARALLEL TO FLOOR SYS. SIMPSON SP1 3 1/4" BASE 3/4" T AND G GLUED CONSTR. ADHESIVE AND NAILED SEE SCHEDULE FOR NAILING SEE ELEVATIONS PRE ENGINEERED WOOD FLOOR TRUSSES AT 24" O.C.7z /2" CEILING GYP. BOARD lX2 P.T. FURRING HORIZ. lX6 P.T. CURTAIN NAILER AT OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1X P.T. BUCK STRIP WINDOW SILL - CAULK AT WINDOW 1/2" GYPSUM BOARD e 3000 P.S.I. CONCRETE HERNANDO CO. ELEV AT 0'-0" a:�-----�--- v 1ST FLOOR FF 1/2"0 X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" NA DIA. X 1/8" WASHER EMBED A MIN. 1/2" DRYWALL f OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH WOOD BASE-----, ROOF AND FLOOR. ELEV AT 0'-0" _ 1ST FLOOR FF 6" LAPPED AND — TAPED 6" MIL. V.B. 501L TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD l'-8" INTERIOR BEARING WALL 2 FOOTING 2 STORY 1/2" DRYWALL WOOD BASE - (3) #5 CONT. 3" CONC.COVERAGE TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. LIVING ELEV AT 0'-0" _ 1 ST FLOOR FF - ° \\/\\ a. O . a. 6" LAPPED AND — TAPED 6" MIL. V.B. (3) #5 REBAR CONT: ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. 501L TO BE TREATED FOR TERM I TES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 2 STORY DECKING 2X4 PANEL BLOCKING @ 48"-- O.C. FOR THE FIRST 8'-0" OF END WALL FROM EACH END. (TYP) TOP & BOTTOM CHORD ATTACHED W/ (2) 16D TOE NAILS. 2X4 CROSS BRACE @ 48" O.C:-- FOR THE 1ST 2'-0" OF END WALL W/ (2) 1 OD X 3" @ EACH END INTO 2X4 BLOCKING. 2ND FLOOR FRAMING SIMPSON LSTA24 STRAP W/ (9) 1OD X 1 1/2" NAILS TO STUD & (9) 10D X 1 1/2" TO FLOOR JOIST @ EACH STUD. NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY --FLOOR JOIST -SEE FRAMING PLAN l WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 @ 24" O.C. W/ (9) 10D X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" EMBEDMENT IN CONCRETE NOTE: ADD 2X4 BLOCKING @ LSTA24 OR HETA20 WHICH IS NOT ALIGNED W/ TRUSS VERT. WEB USING (2) 1 OD TOENAILS @ EA. END. 2ND FLOOR FRAME CONNECTION SIMPSON CS 16 STRAP W/ (13) 8D NAILS TO STUD & (13) 8D TO BAND JOIST AT 2ND FLOOR W BEAM/GIRDER NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 'XBOT. PLATE W/ (2) 1 OD @ 6" O.C. -OOR TRUSS/JOIST 2ND FLOOR FRAME CON ECTION COLUMN PER PLAN 2 X 4 BOTT. PLATE SQUASH BLOCKING TO MATCH COLUMN THICKNESS (2) 2 X 4 TOP PLATE SIMPSON CS16 @ EACH COLUMN PLY (U.N.O.) CONTINUE COLUMN TO FOUNDATION & CONNECT W/ HTT4 (U.N.O.) FRAME/FRAME TWO STORY CONNECTION DETAIL UNBRACED WALL HEIGHT (H) #1 S.Y.P. 8'-0" 2X4 @ 16" O.C. 8'-8" 2X4 @ 16" O.C. 9'-0" 2X4 @ 16" O.C. 9'4" 2X4 @ 12" O.C. 10'-0" 2X4 @ 12" O.C. EXTERIOR FRAME WALL STUD SPACING ,,���1111111/j�, o- Y co of •' C E N •• ,S, �* * No 70658 * do STATE OF : 40 w�i FSi • R � O ,�����► ON •,11i i ft �1 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CER7IFY THAT I HAVE REVIEVED THE ATTACHED DESAK AND FIND IT TO 61E #V COWLIAMM WTH SEC71ON R301 OF 7HE 2010 FLORIDA BINLDWG CODE: RESCEN71AL 7HE ENG#4MR HAS NOT RENEIIED 7HE PRE -OVA 7RUSS MANUF. LAYOUT TO DEIERM W ANY LOAD BEARIIVG COMD171M AND VE5 IFE RIGHT 70 MAKE ANY CHANGES AFTER 7RUSS LOAD #IFORMA710N IS SUPPLIED TO 7HE ENGINEER. SEALED FOR STRUCTURE ONLY U Z a 10 OUJJ W Q Q O 7 W Q r Z Ill O J J a: W J m0u.O? ❑ ❑ ❑ ❑ ❑ U Z Jw Q w 0 w W Q = 0 Of Z Q J J Q Q O z L o m r rr � W U N N z O �o O N m m 1- w 2 rrnn _ :2 o 0 vJ r r � Z 0 z O K Q U z Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S7 STRUCTURAL DETAILS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE APPROVAL NUMBER STRUCTURAL COMPONENT WOOD CONNECTOR ANCHOR SIMPSON FL10456.6, FL11473.3, FL10456.18, FL10866.10, FL10456.19, FL1045623, FL11473.11, FL11496.1, FL11470.6, FL10852.4, FL11473.16, FL11496.3, FL11473.17, FL71470.7, FL11473.19, FL10456.33, FL10456.35, FL10852.13, FL11473.18, FL10456.36 EXTERIOR DOORS SWINGING THERMA TRU FL10975.1 R4 WINDOWS SINGLE HUNG PLY GEM FL10788.1 EXTERIOR DOORS SLIDING PLY GEM FL14634.4 ROOFING ASPHALT SHINGLES OWENS CORNING FL10674-RI ROOFING RIDGE VENT OWENS CORNING FL70758 ROOFING UNDERLAYMENTS OWENS CORNING FL9777-R1 STRUCTURAL COMPONENTS OTHER CAST-CRETE FL158-R3 STRUCTURAL COMPONENTS OTHER COMMERCIAL CONCRETE PROD. FL1774-R2 STRUCTURAL COMPONENTS OTHER LOTTS CONCRETE PROD. FL12045 STRUCTURAL COMPONENTS OTHER WEKIWA CONCRETE PROD. FL1418-R2 EXTERIOR DOORS SECTIONAL CLOPAY BUILDING PROD. FL15279 STRUCTURAL COMPONENTS ENGINEERED LUMBER BOISE FL1645 ROOFING SOFFIT KAYCAN FL12198 ROOFING SOFFIT AMERICAN CONSTRUCTION MATERIALS FL12019 ROOFING HACIENDA ROOF TILE HANSON ROOF TILES FL3506.1 ROOFING REGAL ROOF TILE HANSON ROOF TILES FL3506.3 SHUTTERS 20 GA, 24 GA, FABRIC GLOBAL PROTECTION PRODUCTS FL15076.17 FL 150762, FL 15088 U Z Q O � v � 0 J � m J 0 W 0 � Q �IZ - QZ 1—W�_j m U 0 -j ❑ ❑ ❑ U Z Cn Ld a. wW 0 �— Ld W ° z0 F_ �( z R J z ( J Q Q z U J � W0 m Qz w 0 W 0z o� 0 (D N m m _ D- W o_ z Z Q O z J Z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 12 SHEET LL PA PRODUCT APPROVAL MIAM 1•ClAQ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDM AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (RNC) 11805 SW 26 Street, Rohm 208 130ARD AND CODE ADMINISTRATION D ISION Miami, Florida 33175-1474 T(786) 315.239f1 F (786) 315-2599 NOTICE QP ACCEPTANCE (NOA) w vM. •dsi,de. oY lid inpi Owens Corning Roofing and Asphalt, LLC One Owens Corutng Parkway Toledo, 01 43659 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. I7ie documentation submitted has been reviewed and accepted by Miami -]Dade County 13NC - Product Control Section to be used in Miami Dade County and other areas where allowed by die Authority Having Jurisdiction (A141). This NOA shell not be valid miter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the rcquiruments ©('the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High 'Velocity Hurricane Zone of the Florida Building Cade, D&SCREPTION: OakridgeS Shingle 'LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and. following statement: "Miami -Dade County Product Control Approved", unless Dtherwise noted herein. ROOFING ASSEMBLY APPROVAL CategoEy: Sub-Catel ory Materials Deck Type: Roofing Asphalt Shingles Larninate Wood SCOPE This approves a roofing system using, Owens Corning Oakridgeg asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Specifications OakridgeO 13 'A" x 39 3/6" TAS 110 Manufacturing .Locations 41, 2, 3, 4 OakridgeO 13 '%a" x 39 3/8'i TAS 110 Manufacturing Location #1, 3, 4 MANUFACTURING LOCATION I. Memphis, TN 2. Irving, TX 3. Savannah, GA 4. Jacksonville, FL Product. Dencrigtinn A heavy weight, fiberglass reinforced laminate asphalt shingle with continuous bead of sealant, A heavy weight, fiberglass reinforced laminate asphalt shingle with dashed bead of sealant. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. Test_Aix no Test Identifier Test Nurme/Report Date PRI Construction Materials Technologies OCF-153-02-01 TAS IOU 09/22/10 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the PRI Construction Materials Technologies OCF-152-02-01 `CAS 100 09/21/10 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any PRI Construction Materials Technologies OCF-158-02-01 TAS 100 11 /10/10 product, for sales, advertising or any other -purposes shall automatically terminate this NOA. Failure to comply Pitt Construction Materials Technologies- OCF-15I-02-01 TAS 100 09/27/10 with any section of this NOA shall be cause for termination and removal of NOA. PRI Construction Materials Technologies OCF-150-02-01 TAS 100 09/21A 0 PRI Construction Materials Technologies OCF-165-02-01 TAS 100 01/07/11 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by PRI Construction Materials Technologies OCF-170-02-01 TAS 100 06106/I 1 the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall Underwriters Laboratories 09NK 14530 ASTM 1) 3 462 12/31 /09 be demo ire its entirety. Underwriters Laboratories R2453 ASTM D 3462 10/1 I/10 Underwriters Laboratories R2453 ASTM D 3462 11/03/10 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors Underwriters Laboratories R2453 ASTM D 3462 10/11/10 and shall be available for inspection at the job site at the request of the Building; Official. Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM E 108 01/13/11 This revises NOA9 10-1015,01 and consists of pages I through 4. Underwriters Laboratories R2453 ASTM E 108 10/11 /10 The submitted documentation was reviewed by Alex Tigera. Underwriters Laboratories R2453 ASTM B 108 11/03/10 NOA No.: 11-0411.03 NOA No.;11-0411.03 IAiM4rMONCOUIVI Expireisan Date: 02/03/16 M1AW1]ADE COUNTY Expiration Date: 02/03116 ® Approval Date: 06/16111 Approval Bate: 06/16/11 Page 1. of 4 Page 2 of 4 'Underwriters Laboratories R2453 ASTM E 108 10111110 Underwriters Laboratories R2453 ASTM E 108 1011110 Underwriters Laboratories 09NK14530 TAS 107 (ASTM D 3161) 12131/09 DETAIL A Underwriters Laboratories 01 NK44201 TAS 107 (ASTM D 3161 ) 09/09/02 Underwriters Laboratories 10NK13947 TAS 107 (ASTM D 3161) 11112110 Underwriters Laboratories R2453 TAS 107 (ASTM D 3161) 10111110 ' or ROOF Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03107/03 UnderwritcrsLaboratories 1ONK13947 I ICA15"2 TAS 107 (ASTM D3161) TAS 107 D 3161) 01128/11 Underwriters Laboratories (ASTM 05127111 1- - i� r2� ---- - -� ------------- LIMITATIon 1. Fire classification is not part of'this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. INSTALLATION l . Shingles shall be installed in compliance with hoofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. S. Nailing shall be in compliance with Detail %', attached. LABELING 1. Shingles shall be labeled with the Miami -Dade Sean as seen below, or the wording "Miami -Dade County Product Control Approved". Al'PROYED BUILDING PERmiT RE, QumEMENTs 1. Application for building permit shall be accompanied by copies of the following:. 1,1 This Notice of Acceptance, 12 Any other documents required by the Building Official at the applicable code in order to properly evaluate the installation of this system. NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date; 06/1611 Page 3 of 4 i i i ---------- 13-114" DETAIL B 30 3/t3i 214 OWENS CORNING OAKRIDGE WITH CONTINUOUS OIL DASHED SEALANT r'y pi l If b 51� END OF THIS ACCEPTANCE EXPOSURE NOA No.: 11-0411.03 Expiration Date: 02/03116 Approval Date: 0616111 Page 4 of 4 U Z Q � U � 0_I� .. J J m J 0 W 0 Q 0 Q W � Q z I-- Z J W 0 0 J ❑ ❑ ❑ U Z o U) w W �- Ld w 0 w 0 � z0Cn 0 Q Z Of r n J v � ^ � J Z V 0 z z J 0 0 LL LLj CD mo CD z W O W O z o� r I� N M O v m = w o 0 � o z C z o g Q U z J Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 12 SHEET N1 PRODUCT APPROVAL. 8431 Murphy Drive Middleton, VVI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.i nterte k-etisemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) samilton@clopay.com RE: FL 15279 Dear Mr. Hamilton, This letter is in response to your request for verification of a QA contract between Clopay Building Products Co., Inc. and Intertek for sectional exterior door assemblies covered under the FBC QA program and that the product meets the 2010 building code. This product is currently under surveillance services with Intertek for the Florida Building Code. Please note the Certification Agreement between Intertek and Clopay Building Products, which may also be referenced as a QA contract, bears no expiration date and as such does not expire except upon its termination and is valid indefinitely. Also enclosed is the current inspection report. Should you need anything further please do not hesitate to contact me. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager In tek Intc-rrc-k lnu,,rtek Intertek Intertek filtertek, Inte tek 8431 Murphy Drive Middleton, WI 53562 Telephone, +1 608 836 4400 Facsimile: +1 608 831 9279 www.intei'tek.com MANUFACTURER'S CERTIFICATION AGREEMENT THIS AGREEMENT made the 12th day of Feb_ ruary , 2010, by and between iNTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, WI USA ("Intertek") and Clopay Building Products Company, Inc. having offices at (Manufacturer Company Name) 1400 W. Market Street, Troy, OH 45373 USA (Manufacturer Company Address including Country) RECITALS Intertek provides a service for evaluating whether products provided by the Manufacturer comply with designated standards or specified requirements. Subject to the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertek for Products to display a Certification Mark owned by Intertek. Another party (the "Client") desires to submit or has submitted to Intertek certain devices, equipment, materials, or systems manufactured by the Manufacturer for the Client for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed by Intertek and the Manufacturer setting forth the terms and conditions to which the parties hereto must adhere. NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Clients Manufacturer to apply an Intertek certification mark to a specific product. 1.2 Certification Mark. The term Certification Mark ("Mark") shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1"3 Follow-up Service, The term Follow-up 'Service shall refer to the process of monitoring the Manufacturer's compliance with the Intertek requirements. IA Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the Listing Report, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The terra Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. 6 S F.-Appd rov n f sw4, WTS/mm 11109/09 SD 16.3.4e (1119109) Mand ytek Intertek Intertek Intertek Intertek Intertek 'CLASSIC' RAISED PANEL EMBOSS DOORS I I SORE HEIGHT k OF MODELS 1 24 GA 1 25 GA I 25 GA I SECTS SHORT PANEL IOONG PANELI ■ -MODEL 4F IS FLUSH 'CARRIAGE HOUSE! RAISED PANEL EMBOSS DOORS 1, u MAX MODELS 25 GA 25 GA ,�A Y, GALHOLMES- am,Gm•-- 'ARTISTRY' IDEAL. 'CARRIAGE H11USE' EDSS - SHORT PANEL LONG PANEL ;�IOBI' PAN 1 _OPIx1N •,:LAtJ"J V K11LUU rAAR.L L: iSAP0 LIUU K4 'CARRIAGE HOUSE' RAISED P SHORT PANEL L046 PANEL DOORS B OF INTERN' D OF STRAPS t ff STD NI OF COSH. M �• STRAPS SH1ItT PANEL DER7WMTH STILES DOOR WIDTH .1 STILE DRTERML STILES 0 O" INTERN, (PER SECTION) (PER C-C1RL) 111 SEC77aU WER SECTION) (PER C-CINL) DOOR WIDTH STILES (n INTERMEDIATE STILES FOR 18' WOE DOOR ATTACHED W/ TOG-L-LDC (FOP a 807) AND URETHANE ADHESIVE (ALONG CENTER . SEE NOTE BELOW MR LONG PANEL OPTIONAL GLAZING WTTHI SHORT PANEL SECTIONS. OPTIONAL OIAZMKI MAY BE SIAN04RD OR IMPACT tow PANEL OPTION RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. NO GLAZING APPROVED WITH MAX, STANDARD SIZE IS 19-1/2'x167. WACr RESISTANT _�`' _ - A LONG PANEL oRTo . #14x5/8" SHEET METAL SCREWS 0 0 1/4'x3/4" SELF O O TAPPING SCREWS O 1� �D )jIj�ES 18 GA. INTERMEDIATE HINGE VIEW *8 D "G. 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 1$ GA GALV. DOUBLE END STILES THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS:- 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 1D8. SiTE-SPECIFIC CALCULATIONS BY A OUAUFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND SPEED (MPH) 155 165 170 180 200 EXPOSURE CATEGORY B, G, D B, C, D B, C B, C B MEAN ROOF HEIGIHT 25' 15, 25' 15' 30' ATTACHED TO TOP AND BOTTOM RAIL n waI IWawoEs WITH PATENTED TOG-L-LOC SYSTEM. am awa°r�aN VIEW "B"INTIM 'T" VIEW 'G" - 2 TWO POINT LOCKING INTO TRACK. �-LOCATION OF " A OPTIONAL VENT BRACKET USED FOR BOTTOM DOUBLE END STILE. EXTRA STILES FOR LONG -PANEL MODELS. ADDITIONAL 18 GA. COMMERCIAL INT M. STIES REQUIRED AS NOTED ON THE TABLES ABOVE THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE EXISTING RESIDENTIAL CENTER SIBS. COMMERCIAL CONTER STIES ARE ATTACHED WITH TOG-L-LAC (TOP & BOTTOM) CO (4) 3/18- POP MEETS OR (4) #8 SHEET METAL SCREWS. 1" DOOR OVERLAP EACH SIDE) GUTIoe� k IOU �, etfNDicNro WOK ON !PILE LM LW, SHIP LAP JOINTS. N OF OSK OOOOI O7 12 28 O6 ADDED IMPACT -RESISTANT LITE OPTIONS 08 11/30/07 ADDED EXTENDED HEIGHTS AND COMBINED CLOPAY, HOLMES AND IDEAL M/N 09 $ 13/08 UPDATED GLAZING DETAIL, ADDED A/B DRAWING NUMBER 10 09/2008 ADDED LONG PANEL OPTION. 11 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS AND U-BARS FOR UTE SECTION. 12 04/2010 REVISED STILE TABLES FOR 'CH' EMBOSS DOORS. 13 08/2010 UPDATED MODEL TABLE. 14 02/2012 UPDATED WINDOODE CHART. SECTION A_A .(SIDE VIEW) 4C-CHANNEL 18 GA. CALM. STEEL 12 GA. GALV. STEEL TOP RO�LI BRAC1(El. THICK - - EACH BRACKET ATTACHED W/( 1 14x5/8 METAL ADJUST 4. SCREWS. SU E ATTACHED 2-1/2- /-SHEET TO TOP BRACKET WITH (2) 1/4"xt/2" BOLTS AND NUTS PER BRACKET. 51W CM.) 4" C-CHANNELS SHOWN. OPTIONAL REINFORCEMENT FOR 3' TALL 20 GA. GALV. STEEL UAW, MINI. YIELD STRENGTH Kst SECTION WiTH LITES MAY BE (2) 3" 20 GA STEEL U-BARS 3' - (MIN. YIELD STRENGTH 80 KSI) PER SECTION. MAXIMUM OF (1) d I SECTION PER DOOR MAY HAVE THIS OPTIONAL REINFORCEMENT. 1-7/e' OPTIONAL REINFORCEMENT NOT SHOWN ON SECTION A -A VIEW. T- (1) U-BAR SHALL BE ABOVE THE TOP LEAF OF THE HINGES AT THE BOTTOM OF THE DOORS AND (1) U-BAR SHALL BE AT THE TOP OF THE SECTION (ON THE BOTTOM LEAF OF THE HINGES AT THE TOP, IF REQUIRED). 25 GA. MIN. G-40 GALV. STEEL SKIN WITH A 14 GA. GALV. STEEL END HINGE FASTENED TO END A BAKEDBAKED-ON PRIMER AND 1�� STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS TOP COAT APPLIED TO & (2) 1/4" SELF TAPPING SCREWS. BOTH SIDES OF STEEL ONE 4" TALL C-CHANNEL PER DOOR SECTION. SKIN. 1 1/4'x344" SELF TAPPING SCREW PER STILE LOCATION. ( STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGSI: 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE 3/8'x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG 20 GA. MIN. GALV. STEEL INTERM. STILE, SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, 18 GA. GALV. STEEL INTER. 12 GA. GALV. STEEL TRACK HINGE FASTENED TO CENTER VERTICAL awe ATTACHMENT _ BRACKETS FASTENED TO WOOD JAMB WITH 5/16"x1-S/8" LAG SCREWS STILE W/(4) EACH #14x5/8" 3/8'x3' SLEEVE ANCHOR BOLTS ON 14 CENTERS (2,000 PSI MIN. CONCRETE). NOT TO EXCEED 14 O.C. SHEET METAL SCREWS. WASHERS INCLUDED WITH SLEEVE ANCHORS. �7/16' OR 1/4'x3" TAPCON SCREWS ON 12" CENTERS (2,ODO PSI MIN. CONCRETE) OR 7" 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. NUT OR PUSHNUT INSTALLED ON ROLLER SHAFT CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. TRACK ATTACHED TO EACH BRACKET FOR UNRESTRICTED OPERATION. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH WITH ONE 1/4"x5/8" BOLT & NUT 14 GA CAW. STEEL END HINGE FASTENED TO END MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OR TWO 1/4" DNA. RIVETS. STILES WALV. EACH 14x5/8" SHEET METAL SCREWS & (2) 1/4" SELF TAPPING SCREWS. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A LICENSED DESIGN hQM-. THE DESIGN OF THE SUPPORTING 2' 10 BALL. LONG STEM STEEL ROLLER WITH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS STRUCTURAL ELEMENTS SHALL BE THE STEEL OR NYLON TIRE. AND/OR JAMB CONFIGURATIONS. RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR JAMB CONFIGURATION STRUCTURE AND IN ACCORDANCE WITH PREPARATION OF JAMBS BY OTHERS. CURRENT BUILDING CODES FOR THE SECTION C-C LOADS LISTED ON THE DRAWING. IMPACT RESISTANT ASSEMBLY DETAILS F STANDARD ASSEMBLY DETAILS DRAWING 101539-A DRAWING 101539-8 SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) OQAL V ORIONAL IMPACT IESISTAMT QLAM MiRUT10N MIOLDED FRAME (t WIDOW UIE AMI/A.E pLY ANTTH 'CAMC $FDRT Ol086 SE(011i. FRONT FAME WITH U.V. OMM ON OUTSIDE SUWACE MIRE THAT FRONT PRAM 6 HWtl1GW0R WNW OIrtx1HIAl Ii[OOMTME -� - wL11NAPOIE HIGH BOIID TAPE 4W-M IIBBtG (BDWIEN PMME AND FAIYNIO. WiAaT-NF88TANt FRAME 1.25 , ODWMThW FRONT FACADE r4A7JMG 03f9 MOLDED *1SIDE OPTIMAL spin" LIFE ft-01IMM !W/4' PATH HEAD SCI�w. GLAZING WPM UTE 'cvmw plTMEDI S11S SRNsra FIrME}, AMpAME W N SMW EMBOSS; `. WIPW,T IleMenWlr AaLxssrAe.IT rtrAaEr1 PAs,eEa m RaME WITH (ta) p x 3/4' AW HEAD M/OWlE •LWDML RtlIC ! OIT AMMO. , OPTIONAL D88 OR 1/B• AGYRLID LIES ASgWASE'. OPt10NAL - ACa,UC DIA2MIB 16 PLABKOUTE OL ML KIR UUCRE � � CC4 PLASTIC IN ROMANCE WII H IB 4VW _ BdUD ICOR9 (Mp OR DOORS WRH (IPIDNAL WPALT-IE TANT KL/�JO ARE THE ENTIRE DOOR ASSEMBLY WSIAUM MI COMPLIANCE BIPAC'T-•II�ISTAMP. MAN7CIIDlL-MOLDED POLYCAMDOWsTE FRONT FRAME AM WIN THIS SECTCN MEETS THE WIND WAD REZ11ROMIRS GlAtkxN IS OE LEYAN stx2462r. AN APPROVED Kx5 PIAITLG IN ACOpRWNUE WITH OF THE ROAM BUILDING COOS OR I TERNATIDNAt �®RTRE DOOR ASSEMBLY HSTALIED H wMRLIANLx WITH 7H6 bT9000N IEE,6 THE WINOT = RELW ".W2 ►EE'f TEE mom RIENDRS W� LAAD REWlEFI0Nf8 OF THE FILIIO,t BUIDBp CODE AND MBEpNAiDN1l HxlLrxlls KXlOE etn 1N® THE BB'Acr-RE91srAMr IELIERE]ODs KREF, CHARM 18 1e T,lcABCP. CHWTER TB PHD/114 01000E OIIAMOM ARE9�NED BUIE INK WITH A KUM SEAL Oa1BO9B )ESIGN ENGINEER: MARK WESTERFIELD, :LORIDA P.E. #48495, VC P.E. #23832, TEXAS P.E. #91513 rSEE VIEW D-) 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION i ON 16 WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4- SELF TAPPING SCREWS ({T7WyyO SCREWS TO DOOR, ONE SCREW TO C-CHANNIEL). A. GALV. STEEL BOTTOM BRACKET. HED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. HORIZONTAL IF" SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR COUNTERBALANCE SYSTEM 12 GA. GALV. STEEL FLAG BRACKET OR CONTINUOUS STEEL ANGLE. .se 33' TRAM ILK TH CIOXNE TRACK CON DOORS MR 8' TALL TYP. 2-1/2'02 GA. GALV, STEEL TRACK BRACKETS OR TRACK CLIPS. TRACK BRACKENS/CEPS SPACED AT NO GREATER INAN 14' APART. ONE 5 18 xt-5/8' LAG SCREW PER BRACKET OR CUP. HATE: TRACK CONFlGURATKMH ABOVE THE DOOR OPENING DES T AFFECT THE WIND LOAD RAnNG OF THIS DOOR. HORIZONTAL TRACK �1PPORT BY TRACK MAY BE ENHER BRACKEN' DOOR INSTALLER (TO SUIT) MOUNT OR OONI=S )M ,.�.DIX)R SYSTEM MOUNT (USES TRAC( CUPS). SM- 3' RACK AVAILABLE AS NEEDED. ODOR FAIT 'L' IF TRACK BRACKETS OR CLIPS 8'6' 94' 7 9'0• 1W 8 W6' 106' 9 1010, Ile 9 Lab• HB' 10 IVV 124' I0 11%, LW U I2'0• 136• U 1&6' 142' 12 1" 148' le 13'6' 154' 13 14V 160' 13 14'6' 1"' 14 15'0• 172' 14 15'6' 176' 15 16.0- Ie4' lS nurrw,u,canu r,cuuu,., Clepay HORT PANEL: PAN2171DATE, 9/25/95 UKE BLVD. Building Products BMASON585 � OH 4504E DRAWN aY, MWW C o m a n (513) 770-4800 CHECKED BY, Cio C oration All Ri hts Reserved FLO" DQ FFRDDVCC 7 AMG°�G30�Q� i1��7 9 AEI,- I.Ei�7111r ��� ��� � M71 r�lr� III III � � �•1 • • • �IrM.1 �'(1iBI�1BwBBI�BIB�11►I�1{BI�I®` �,r -✓1 LIT _ __ �1 Ii-- 1'® -�� '. , MM�.IIIrII_�" Ir��i�i'li�li�'i�1�11�� III � IIr�Ill�l^ ■I{I � AIR,-'�'�W . .,... ' 6�� �{�(11�BI9111�j1111111111111111119111�j1�IjNIlllllllllll� II��# ♦ 1- - -♦ I M�I .. n�n�.�MnNn ��M ... I. ��LB..]��.L�B1.��r.1•�`.iMIBI•.�. - Mr- Ir�llyr�ll�r:Il�'ilt>,Il1r�rr�Ili��M , �,. LI,� 1 LII 1 (..�,J•L.�.) 1 I.1 1 ��'LI iI • • • � Ib . . Ili, ., ,u,.- .,2.,I . ,..... ..> >. . JAMB TO SUPPORTING STRUCTURE ATTACHMENT us a/a LRD�s 07 12/ 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE W TRANSFERRED VERTICAL b THE YELLOW PINE (GRADE #2 ( JAMB. �R) JAMBS NO LOAD FROM THE DOOR 2) ALL JAMB FASTENERS MAY � (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE WOOD FRAME BUILDINGS (S(TU)UD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN G3RADE T LESS THAN 120E PS NKiM2NAL OR BETTER EXTREMEW BERSTRE55 RNSTUDS Or A STRESS LXi (Fe). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS_ C-90 BLOCK WALL OR 2000 PSI MIN. CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COWMW BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BALDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 13 GA. GALV. STEEL. FUG BRACKET OR CONTINUOUS STEEL ANOE. TRACK CONFIQU DOORS W TALL AND UNDER HEIGH INElarr 1- tt 2" GAI.V. STEEL TRACK, CE�Jrljr ,L. . TRACK THINNESS: AW gTYP. 2-1/2 xl2 GA. WLV. �• TRACK BRACKETS. L'iikSSSI OSTANCE BE7WEE1 �RACIKETS NOT TO DKGEED 14 O.C. DOORS LIP TD Y0' HKIH INVE US TRACK IIRAN Ts AND (1) PLAG BRACKET) wl ((7) cups DODPs Y3' TO RYO' IIKaH HAVE [ TRACK ITIS AND (1) FLAG WAKEn OR ((6) CLIPS DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. WINDLOAD RATING MAX DOOR SIZEI W 6 16' 2 "W x 16' 0"H DESCRIPTION, CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'2"W +37/-41 PSF DRAWING NUMBER, VER, B 101539 - A/B IBC DOORS UP TO 16'2 Wx8'H MAXIMUM MIN. No. OF ON CENTER FASTENERS DISTANCE PER VERTICAL BETWEEN STEEL BUILDING TYPE FASTENER TYPE FASTENERS WASHERS? GRADE A) 2 000 PS MIN. CONCRETE i 4 x 1-3 4 MIN. EMBED TAPCON ANCHOR 9 t i 1 O.D. W x 1- AN 3-3 200E PSI ION. CONICREIE 3 8 x 1- 8 MIN. DICING T 6 17-1 2 _ -'0 _ ACCORDING TO THE FLORDA BLDG; CODE R TOP BRACK OR IBC ((ASCE7) FOR THE FOLLOWING DOUBLE HORIZONTAL 9 -o TO 10 - 6 RAS 2 NS ,1 N B.. k 2i.r 1" DOOR OVERLAP (EACH SIDE) TRACK 10 -9 TO 12 -0 7 HAS 2' OF WIDTH IN 3 IMPORT FACTOR OF iF . 4 ANY ROOF �. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE WIND SPEED S13O too 140 i5O I7GUIE TRACK 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE EXPOSURE LMC LOW WAORO011 omm Laws OR THE WIND SPEEDS LISTED BELONW MEAN ROOF HEIGHT 30' 30` 15' 30' " „ 2D GA GALV. STEEL INTER. STILE 18 GA. GALV. STEEL CENTER HINGE ACCORDING TO THE FLORIDA BLDG. CODE FASTENED TO INTER. STILES W//((4) OR IBC (ASC�) FOR THE FOLLOWING #14x5/8" SHEET METAL SCREW$. coNR s: 1 ?ARnAl1.Y-ENCLOSED BLOC.. END 12 GA. GALV. STEEL TRACK 2 DOOR HAS 2 OF WIDTH IN BUILDINGS END STILE BRACKETS FASTENED TO WOOD JAMB 2 3) IMPORTAN E FACTOR OF 1.0 4 ANY WITH 5/i6"x1-5/8" LAG SCREWS wx.. STILE WIN SPEED MP S 110 120 120130 NOT TO EXCEED 14" O.C. Q POSURE LEVEL S or C B C S OUTSIDE USHNUT INSTALLED ON MEAN ROOF HEIGHT 30' 30' 15' 30' HANDLE ROLLER SHAFT FOR NO E THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LUSTED ON THIS DRAWING. 2" THICK LOCK BEAR UNRESTRICTED OPERATION. ENGAGES IN 2' GALV. STEEL TRACK FASTENED TO 14 GA GALV. STEEL ROLLER HINGE l� TRACK CONFIGURATION OUTSIDE KEYEo Laxc TRACK ON 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W(4) ABOVE LOCK BAR LOCKING EACH SIDE TRACK ATTACHED TO EACH BRACKET 14x5 8' SHEET MEDAL SCREWS AAANNNl) THE AFFEDOORCT OPENING ' WITH ONE 1/4"x5/8- BOLT & NUT 2) 1//4" SELF TAPPING SCREWS PER END HINGE. L� NOT OF �Er; «° 12 GA. GALV. STEEL TOP Rio B S}iEET ACE 4 1#x5 8 ATTACHED TO TOP BRACKET' WITH (2) 1/4 x1/2' 80L15 PAID NUTS PER BRACKET. SHIP LAP JOINTS. 4' 5/8 (T'P•) �^14 GA. GALV. ROLLER HINGE. �C-CFVJNNEL EACH HINGE FASTENED TO END STILES W/(4 #14x5/8- SHEET METAL AND (2) i/ 'x3/4• SELF TAPPING SCREWS. 4 16 GA. GALV. STEEL (SEE VIEW 'B-} ONE 4" TALL C-CHANNEL PER DOOR SECTION. (1} i/4'x3 D? SELF TAPPING SCREW PER STILE LOCATION. �REIV 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP GOAT 1-1/4• WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION APPLIED TO BOTH SIDES OF STEEL SKIN. ON 16' WIDE DOORS. OPTIONAL (5) STRAP CONFIGURATION ON - 2ND (LOCK) SECTION (SEE INSIDE ELEVATION) SPECIFIC TO THE NATURE OF THE LOCK OPTION. EACH STRAP ATTACHED WITH (3) lleX3/4- SELF TAPPING SCREWS (TWO SCREWS TO DOOR. ONE SCREW TO C-CHANNEL). ATT�ED ti 2)L 14x5/B-BSHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. OR TWO 1/4" DNA. RIVETS. 2" 10 BALL LONG STEM STEEL ROLLER WITH STEEL OR NYLON TiRE PREPARATION OF JAMBS BY OTHERS, JAMB CONFIGURATION SECTION C-G #14x5/8' SHEET METAL SCREWS 0 0 O O 1/4'x3 4' SELF TAPPIN SCREWS. 14 C.A_ E}!n-FINS-:I+ to C.e WTE„MFOLeTE HINGE View 'B' VIGIL* HORIZONTAL OPT) JAM j(� (NO LOFROM DOOR) AD)! FASTENER TYPE MIN. No. OF PER V�ERTIOCAL JAMID 2x6 VERTICAL JAMB SECTION B-B (IMPACT RESISTANT) DETAIL 'D' OPTIONAL DECORATIVE -2.25 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACADE). .............. ....,. DECORATIVE FRONT FACADE. tl 0.168� `STRUCTURAL SILICONE SEALANT j (BETWEEN STEEL. SKIN AND FRAME). IMPACT RESISTANT -` ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LFDKANI (10) #s x 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & tstAZING. IMPACT RESISTANT GLAZING OPTION: OPTIONAL INJECTION -MOLDED FRONT FRAME AND GLAZING POLYCARBONATE LITES AVAILABLE. OPTIONAL POLYCARBONATE GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE AND_1�Jr1 MEET THE IMPACT RESISTANT REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/LBC). ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 8' TALL DOORS AND UNDER HORIZONTAL TRACK SUPPORT BY DOOR INSrAULER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 CA GALV. STEEL FLAG BRACKET. HONE: DCIBU TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION TRACK CONFIGURATION DOOR HEICTT I 6 2- U.V. STEEL TRACK, ,.L. TRACK THICKNESS: .083- TIP. 2-1/2`x12 GA. GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRKTS PER SIDE FOR DOORS UP TO 7'0- HIGH). (7 TOTAL BRKTS PER SIDE FOR DOORS UP TO 8'0- HIGH). DOORS OVER 8' TALL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) i DOOR COUNTERBALANCE T� 12 GA GALV. STEEL FLAG BRACKET OR HFAnT,tv_uN AVAILABLE. CONTINUOUS StEFl. ANGLE 3' TRACK AVAIL AMF AS NEEDED - TRACK 2' OJR 3' GALV. STEEL TRACK, .063 MIN. TRACK THICKNESS ♦.♦- � u.•aa� if•?Q:1iETSi�� FIQ]i�]i1TTTTTTTt:� IiLIQ11Eif3LO iC,7Q3rli[il�� EUQ9rLY31r�@� if��yLE`�+11i� TYP. 2-1/2N12 GA. GALV. STEEL TRACK BRACKETS OR TRACK CLIPS. TRACK BRACKETS CUPS SPACED AT NO GREATER 14• APART. ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET OR COP. OPTIONAL 10 SCREW WINDOW LITE SECTION B-B (NON -IMPACT RESISTANT) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. 1.25 n � � n GLAZING MOLDED INSIDE LITE RETAINER. #8x3/4" PAN HEAD SCREW (10 SCREWS PER LATE). NON -IMPACT RESISTANT GLAZING OPTIONS: OPTIONAL DSB OR 1/8- ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLJ7E �i1X OR LUCTTE CP APPROVED CC2 PLASTIC IN ACCORDANCE WiTH IBC/FBC 2606. THE GLAZINGS DESCRIBED IN THIS SECTION MEET THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DO NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). U Z � U J LL m J O W Q w W Q z I- Z - W W m 0 0-J El El U 0 Z Z � o W �</'�W VJ W HY Cn CD O 0 z I- _ Cif � ^ O v J J Q Z �i 0W Z QW IY M W � W 0w GO Z o0 O J V N 03 LT] Ld 0 O 0 z � Q � Z oz Q U - z _ U ISSUE DATE AUGUST 2008 REVISION DATE 2-8 201 1 4-9 2012 SHEET PRODUCT APPROVAL 1.7 Listing Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Client, the Manufacturer and the Product, and specifies Intertek Requirements for the Product, including the type and form of Mark which must be used on or in connection with the Product and related information. 1.8 Product. The term Product ("Product") shall mean a Client's device, equipment, material, or system manufactured by the Manufacturer, that has been submitted for testing or evaluation, found to be in compliance with Intertek Requirements and approved for Listing. 2. CERTIFICATION 2.1 Work Authorization. Except to the extent Intertek shall reasonably deem necessary in order to. respond to an allegation that a certified Product in the marketplace is non -compliant, or in the ordinary course of fo3low uo service inspections that are repaired for continued listing, Intertek shall not Perform any services under this Agreement unless and until authorized by Client pursuant to a proposal pertaining to a particular Product that contains a scope of work, pricing and other terms agreed by the Parties, and signed by an Iuthorized representative of each 2.2 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes. Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client or the Manufacturer that the standard used for the evaluation is adequate. The Client and the Manufacturer understand and agree that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Manufacturer. The Manufacturer further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the production of the Product. 2.3 Client Obligations. The Manufacturer understands its obligations pursuant to this Certification Agreement in order to maintain eligibility for Listing, and warrants that it shall comply with the following provisions: (a) The Manufacturer agrees that if the Client or Manufacturer wishes to modify or change the Product such that the Product no longer meets the requirements of the Listing Report for the Product, the Client or Manufacturer must first either obtain the approval of Intertek or discontinue use of the Mark, The Product may no longer be eligible for Listing if it has been modified or changed by the Client or Manufacturer after Intertek's testing or evaluation, (b) Upon request, the Manufacturer agrees that it shall retain or make available a sample of the certified product from the most current production. (c) The Manufacturer agrees to notify Intertek in writing of any reports that it receives of serious personal injury or property damage involving the Product. (d) The Manufacturer shall notify intertek of any labeled Product which has left the control of the Manufacturer that does not comply with Intertek Requirements. (e) The Manufacturer warrants that a quality control program is, or will be, established and maintained to ensure Product compliance with the Intertek Requirements. 2.4 Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the n m e the. result of Follow-up expense. 7h' re-evaluation a b a the Product at the Client's x is Client to re-evaluate hP p Y of the material standard, new information regarding the characteristics ' n of the applicable s motto r ar Service a revision PP 9 g used in the Product, or other information that raises a question concerning the conformance of the Product to intertek Requirements. 16 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client and the Manufacturer shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements. If the intertek Requirements are withdrawn, the Clients and the Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product must meet the revised Intertek Requirements or for such termination. 3. LISTING AND LABELING 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified ih the Listing Report. The Mark may be applied only to those models and brands that are specifically named in the Listing Report at the factory receiving active Follow-up Service and as noted on the Authorization to Mark. Except as provided herein and as indicated in Article 3.2 an other use of the Mark, or the Intertek name, on the Product is expressly prohibited. 3.2 Follow-up Service. As a part of the Listing and Labeling of the Product, the Manufacturer shall cooperate with the Intertek representatives who conduct Follow-up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Manufacturers premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Intertek representatives shall comply with factory policies as required while on premises. Follow-up Service is intended to allow Intertek to monitor the Manufacturer's compliance with maintaining continuing conformity of the Product to the Intertek Requirements, and to control the use of Intertek's Marks. The factory audits are not intended to satisfy or otherwise replace Manufacturer's responsibility to maintain its quality control program and to ensure that the Product remains in the compliance with the Intertek Requirements. Follow-up Service may also include Manufacturer questionnaire's, and/or the Manufacturer's warranty of conformity. Intertek has the right to perform a final factory inspection to record final production status and to recover all unused Intertek Certification Marks upon notification of termination of the Authorization to Mark. Fees for a final inspection will be billed in accordance with Article 7,3 of this Certification Agreement. 4. INDEMNIFICATION AND LIABILITY 4.1 indemnification. The Manufacturer agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss, or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or arising from the use of the Mark, 4,2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any indirect, special, punitive, or consequential damages, or any third party claims which may arise as a result of the services provided in this Certification Agreement. 5. FAILURE TO COMPLY WITH INTIRTEK REQUIREMENTS or variance in the an deviation Remedial Action. In the ev ent that Intertek detects 5. Rem tY 1 r Intertek name upon u of the Marko I tart k Product from Intertek Requirements, or improper or unauthorized se p written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as it deems necessary, including but not limited to: (a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; (b) Suspension or revocation of the Listing and the right to label the Product; (c) Withdrawal of the supply of labels and removal of the Mark from non conforming products; (d) Removal of the Product from the Intertek Directory of Listed Products; (e) Termination of this Certification Agreement pursuant to Article 6; (f) Notification of regulatory authorities and the public; (g) Compliance with any applicable statutes, rules, or regulations, 6.2 Injunctive Relief. The Manufacturer acknowledges that the manufacture, sale, delivery, shipment, distribution, or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements. The Manufacturer further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages. The Manufacturer agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining order without prior notice to the Manufacturer, together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Manufacturer from further use of the Mark and shall require the Manufacturer to comply with the provisions in Article 6.3 of this Certification Agreement. 6.3 Suspension. Upon a Clients or a Manufacturer's failure to comply with any of the requirements of this Certification Agreement or Listing Report, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. In the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5.4 Public Notice. In the event that intertek has confirmed evidence that the Product in the marketplace has a significant non -conformity, Intertek will contact the Client and act in support of remedial steps taken by the Client to address the non -conformity, including, if necessary, public notification and/or a product recall undertaken by the Client. In the event that the Client does not take action to address a significant non -conformity related to the Product, Intertek reserves the right to contact appropriate government agencies, other parties in the supply chain and/or issue public notifications advising of the non- conformity pursuant to Article 5.1(f) above. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either party. Either party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other party. Such notice shall designate a termination date and the notice period shall be deemed to commence upon the date of mailing of the notice to the other party by registered or certified mail, return receipt requested or by courier with confirmed delivery. i 6.2 Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the fallowing: (a) Immediately upon written notice, if Intertek determines that the Product fails to comply with the Intertek Requirements or the Client is in default pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notice in the event of (i) the filing of a voluntary or involuntary petition in bankruptcy; (ii) the making of any arrangement or o receiver for the Client; 'tars b the Client iii the appointment far r composition with creditors h , , ) pP P Y { or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Obligations Upon Termination. Upon termination of this Certification Agreement, the Client and the Manufacturer shall: (a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. Report, (b) Promptly return to Intertek all Marks, Labeling material, and the Listing and warrant In writing the date of last use of the Mark. WTS/mm 11/09/09 Page 2 of 5 Ste 16.3.4e (1119/09) Mandatory I `. WTSlmm 11/09/09 Page 3 of 5 SD 16.3.4e (1119/09) Mandatory I WTS/mm 11/09/09 Page 4 of 5 SO 16.3.4e (11/9/09) Mandatory Page 3 inspector's Initials: Date• Client/Location; _©,t PRODUCTS (If NO to any question complete a Variance Report) 20. Does the Listing Report contain a product description, specifications, assembly drawings and manufiad ring toles ? NIA Yes[Z No ❑ IV 21. Is the client conducting the final Inspections or tests required in the Listing Repots, prior to final approval d Iabelinl9f the ish❑ed product? N/A YespQ No22. Do the finished products meet the requirements found in the listing reports? N/A ❑ Yes No[3 23. Are nonconforming products segregated from conforming products as directed in the Listing Report? N/A ❑ Yesk No ❑ 24. Are you able to trace the product from raw materials or supplier to a finished product with the production 1 quality�res? No ❑ YY 25. Is there a specific area for quarantine of noncompliant material (whether 0 is raw material, in-proo� material �� i material that did not meet the minimum sped ications? No SAMPLING/COMPLAINT TRACKING 26. Were anypamples collected? NIA (N sampling is not required at this location) Yes ❑ If samples were collected provide details of the samples here: No ❑ (only if sample is required and not selected, otherwise please check N/A) It sample is required and no sample was collected explain: 21. Does the ient have a method of tracking all complaints from customers? Yes If new or revised describe: No ❑ Please complete a Variance Report 28. Did you pyiew all complaints since last audit? Yes PQ No Complaints to Review ❑ Managed at Corporate or other location ❑ No ❑ if complaint method not reviewed, please explain why 6 SD 16.3,14 (formerly MIQPIR100) REV 4/12/10 Irstertek Mandatory Distribution: Original Intertek Copy Client Copy Inspector page 4 of 4( Inspector's Initials: &2 Date: » . Cifent/Location: CLOSING rgoy 29. Was CSR document provided to client? Yes ❑ No (if provided to client for futures use and no changes are requested today please check NO) 30. Were variances noted during this inspection / audit? Yes ❑ No If no skip to 031, if yes (complete the following and a Variance Report): 30. a. was it Product or Label Related? Yes ❑ No ❑ 30. b, was it related to an administrative change to a Quality Control Manual? Yes ❑ No ❑ 31. Have preF�if s technical variances been corrected? NIA no previous variance) Yesattach proof of correctionNoattach copy of original Variance Report) COMMENTS I acknowledge receipt of a Copy of this inspect I repot y thaIk R >e ry tveFcoengIntertek Repres, gnature Reviewed by: Date This Repot is rbr tht atrttru %w use of lrtt ti0i's Client and ie provided purst"ro the' Carmooffm aDromwit batwvsa► d w** and itf Chant InWl kt mesponstbakty and Nsbllfy are ilmfed to the tams and con mbm of the swo lrNerfilt aaetarteas na !lebilfy to any peRy, other this to tint CGatf inaor:artfanoa with tlts a sattrrp; for any � exp9me cr dsmegtsr oesemW by the list of this report Onfy the C W is atttborized to psm* wpAV or distrtbtelton of thh Report st4 then 0*,n Ks antl�y, Ause of dw ter rntatt namt or ens offserles mhx the ealt or edtrerttsatraN of the Inspedtad ed4aaIn&W* product or 30* mny oron that tit ap�°� b +A by � 7h1s Report by itself doss not dennanepats that the meter* product, ar servk s /; a has tvnr titai% to bear en /rdrr�tt�t mat tng* Fatfory Aamssmsnpa srrd F*Vow up Servitor at kw the ptttpose of assiring VAmprtere usage ofum cWWCd6 tt martin a=dWX* with the agreement, [trey wend tia►theptu)posss arprodactW quarlfy atnW and do not tel m dw C9artt of t ak 0b/lg8tlotair /n WS sect SD 16.3.14 (formerly MIDPIR100) (9 Intertek REV 4/12/10 Mandatory Distribution. Original Intertek Copy Client Copy inspector Intertek PERIODIC INSPECTION REPORT Page 1 Of Ail requested information must the completed. S#ate available or not applicable. Use additional pages if necessan,thereasoning it the information is not Applicant Name (it Factory Address: Report Number(s): t" w f>'. or 3W. or YES to # 3, provide client with Customer $ 1, Are Ctient's ernticx3 Request document) Page N �n►pany name, address, counted, phone #, feral an the Authorization ro Maric Yes No (,'� if any lncot'rect, please circle the fnco 2. Are ilstlin reports sand/ rred item(s) NiA Q ye8Nos a1 the latest edition? 3. Has therm been a than to the ke N/A [] Yes ( No nel? MANUFACTURING PROCESS - in spector; Review and Initial all recants Checklist* all and satirtificn � forcomplA1pa,� and traceability. it records, ls,a rms' check hero p gaestion ram ,'mac• ,C01k, (if NO to any question complete a Variancebow is. 4. is the production flowchart or description of production methods contained In the manual representati a of actual production flow and process? N/A ] Yes. JiTi7" No 0 SD 18.3.14 (formerly MrQPIR100) Mandatory Distribution: Original intertek Intertek REV 4/12110 Copy Client Copy Inspector (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning indemnification and liability, which terms shall survive the termination of this Certification Agreement. (d) Pay any remaining outstanding charges owing to Intertek. 7. ADMiNISTRATIVE_PROViSIO 7.1 Confidentiality. Without written authorization from the Manufacturer, Intertek will not voluntarily disclose to third parties confidential and proprietary information which the Manufacturer provides to Intertek. This obligation shall not apply to information which is already available to the public, or acquired from other sources without confidentiality restrictions, or is required to be disclosed by Intertek to Regulatory Authorities responsible for the acceptance of the Product. Intertek agrees that this obligation to maintain confidentiality shall survive the termination of this Certification Agreement, 7.2 Subpoena. If Intertek is served with a Subpoena, Court Order, or similar document requesting the disclosure of confidential or proprietary information supplied to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shall cooperate with the Manufacturer. The responsibility for contesting the request shall rest solely with the Manufacturer. if the Manufacturer declines to contest the request or is not successful in contesting the request, Intertek will provide the requested information. Any costs incurred by Intertek in responding to the request, including reasonable attorney's fees, shall be reimbursed by the Manufacturer immediately upon invoicing by Intertek. 7.3 Fees. Certification fees for maintaining the Listing, conducting the Follow-up Service, and licensing of the Certification Mark will be prepaid or billed to the Client or a designated payer. Payment shall be due upon presentation of invoices and the Client shall be considered in default if the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7.4 No Assignment. The rights running to the Manufacturer under this Certification Agreement may not be assigned to or acquired by any other person or corporation without Intertek's written authorization. 7.6 Term, This Certification Agreement shall continue in effect for a period of one year from the date first above written and shall automatically be renewed thereafter for periods of one year, unless the termination rights provided for in this Certification Agreement are exercised. 7.6 Jurisdiction, This Certification Agreement shall be interpreted in accordance with and governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph is located. Intertek Test" g rvices NA Inc. Accepted By: Clogay Building ducts Company, Inc. {M noer C pony Name} By: By: c r (Signature d Intertek Individual) (Proprietor, Partner or ut rized Officer -Signature) By _... B,B gb Davison y. /- 71 (Name of Authorized Individual -Printed) Title: Director of WHI Certification Title: V,' ;� FN6, Date Signed. Z- Date Signed: _? WTS/mm 11/09/09 Page 5 of 5 So 16.3.4e (11/9109) Mandatory Inspector's Initials: Date: Page 2 of Client/Location; 5, Do the incoming raw m rials matgb those noted in the manual N/A L �j Yes W No U fV 6. Does the client conduct the required tests and/or inspections on incoming material as specified in the Lisfing Report? N/A ❑ Yes91 Nory [] 7, Are fifes of Test Reportt"spection Reports up to date? NIA ❑ Yes WJ No ❑ 8. Are non -verified or non (rant materials appropriately segregated? NIA ❑ Yes No ❑ 9. Is the client conducting Inspections and tests required in the Listing Report for In -process quality contra ? N/A [ Yes k No ❑ 10. Does the lent maintair .records of eCaSSary or required Inspections and tests? NiA [y Yes 1®Q No [� 11, Are the records up to date and initi led by an Intertek Field Representative? N/A ❑ Yes No 12, Is�rtlflcats ment used for QC: testing calibrated ❑ verified Q or checked goino go ❑? if calibrated. Describe procedure otherwise. 13. Is t N ent used for manufacturing calibrated ❑ verified ❑ or checked golno go ❑? Attachrtificatte If calibrated. Describe procedure otherwise. 14. If calibrated, can you trace the calibrationgenequipmt bad* to a 17025 tra ble lab? Certificate Attached at least annually or Next calibration due date 15. Does the client have new equipment for manufactudng and/or testing? N/A ❑. Yes ❑ No If so then reword the new equil5bent. L.ASEUNG - INSPECTOR -- INITIAL, AND DATE LABEL LOCI BOOKI (If NO to any question complete a Variance Report) 16. Are Product Markings.L19 Accordance with the Listing Report? N/A ❑ Yes Vf No ❑ 17. Labe ing Method: tL�Separable Labels (Supplied by Intertek) El Direct Imprint (by Client) JJJ Both 'Neither 18. Is rebel rity adequate? 19. Are log s pets property. mpleted? N/A Yes [3 No ❑ NI Yea d No ❑ SD 16.3.14 (formerly MIDPIR100) (F4 P7 REV 1 Int"k 4i 2/10 Mandatory Diistrtbuutilm, Original Intertek Copy Client Copy Inspector U Z Q p�0U 0 J .. J J J CO� Jo w W 9 0 Z / Q W F- Q Z Z W J J U 0 J G v/ ❑❑❑ (3 0 Z Z Q in LJ of a- W of w Z) �/ V) v7 w o' �0 0 Z of cD 0 J J a Z U Q Z �( W O a' Z W W 0 ao o0 0 J NM m w U O Z �o a z o _Z Q U ? Z U ISSUE DATE AUGUST 2008 REVISION DATE 2-8-20 9 9 4-9-2012 SHEET N2n 1 PRooucr APPROVAL U z Q � U � .. O J J L n m J 0 W 0 g 0 Q �I- QZ W � -i m U 0 -j ❑❑❑ v 0 z ZLLI � o 0 QW W Of w Of °0 0 0 z 0 J J Q z C Q Z QWof 0 °° a. z w ow 00z O -I C� N m LLI U O o )-o z a- Z Q c) ? J z U ISSUE DATE AUGUST 2008 REVISION DATE 2-8 20 9 1 4-9 20 92 SHEET N2M2 PRODUCT APPROVAL J. 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.com February 24, 2012 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL M FL14039 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Single Hung SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code, SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TESTSTDS. 14039.1 PGW029 PGW030 PER 1121 NAM] 12/31J2013 AAMA 101-05 [tote: AAMA IU1-US = AAMA/W1JMA1CSA 1U2/0.2/A44U-05 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS 127W.FairbSuite4 8 Suite 38 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH IQ� Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ttttt1ti11'/ja, nJ�E,S F. O * yG *'_ T/(�T( ,„caF Digitally signed by Hermes F Norero, P.E. ' q,'L'K Reason: I am approving this document Hermes F. Norero, P.E w��h'%/ONA1-E`� Date: 2012.03.06 20:08:34-05'00' ✓a/ mutt Florida Registered Professional Engineer #73778 Page 2 of 2 UNIT MAX. WIDTH 53.00" -� D.L.0 MAX. WIDTH 49.44" B Y r l i .D 3 U„ UNIT MAX. - -.... -- HEIGHT 72.00" H 4 „X„ 60) _. -. SASH MAX. WIDTH 51.25" D.L.O. MAX. HEIGHT 33,25" SASH MAX. HEIGHT 36.31" F, SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT D.L.O MAX. WIDTH 44.31" Kam. D 5 3 UNIT MAX. HEIGHT 84.00" SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE f UNIT MAX. WIDTH 48.00" - - PLY��CEN 7 5 B F M3 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 4 D.L.U. MAX. PH: 540-484-6348 FX;540.484-6683 _-_-_ m c HEIGHT p �iJ aY O.. 45.56" < v w N SASH MAX. _ _...... i HEIGHT ir < 0 H „" X /C Gam. La. N y t` vZ' c 1 m ypj V Fes' CL A E 3 4 I Ca m 5 � SASH MAX. - WIDTH 46.25" Z Q ELEVATION H� LLJ V' INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. I CORNER ANCHOR TYPE SUBSTRATE DISTANCE 04. DISTANCE Q.C. DISTANCE DISTANCE DISTANCE 1 TYPE LOCATION (IN.) (IN.) (IN,) (IN.) (INJ (IN.) j #8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 j 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1,25 2.5 20 - 20 4 j TA #10 SELF-PPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 - 20 4 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS #8 SELF -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS tmnru METAL STUD FRAMING BY OTHERS 13 O.A. 1/4" MAX. 15 WINDOW 15 SHIM SPACE 3 THREADS MIN. HEIGHT ENGAGEMENT i 5EE GLAZING ' SHEATHING--f EXTERIOR DETAILI INTERIOR BY OTHERS 17 18 EXTERIOR FINISH BY OTHERS 7 PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION G HORIZONTAL SECTION 4 HEAD -1X WOOD/CONCRETE/MASONRY JAMB - STEEL STUD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAILI i EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE -7T EXTERIOR FINISH BY OTHERS N I f �� METAL STUD FRAMING BY OTHERS SHEATHING #8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR 1 4712FL FRAME - HEAD ALUMINUM TYPICAL WALL THICKNESS:.062" --_1 2.43" r 1.285" j 4712F FRAME - SILL 6 ALUMINUM TYPICAL WALL THICKNE55:,062" s 29r' --i SASH - HEAD 11 ALUMINUM TYPICAL WALL THICKNESS:.062" FT1.771" t.365 _- L_ �- ENGAGEMENT L VERTICAL SECTION 4 SILL - PRECAST CONCRETE 4712 FIN 2 4712FL FRAME - 5ILL ALUMINUM TYPICAL WALL THICKNESS;.062" 2.71 1-- 2.431" 4712F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNE55: -050" 2.434 ' 2.769" 12 SASH - SILL ALUMINUM TYPICAL WALL THICKNESS:.062' ...... � 1.482" T- 2,51194" L- EXTERIOR VERTICAL SECTION 4 MEETING RAIL O4ALUMINUM FRAME JAMB 4712FL - I4 ) ALUMINUM JAMS CLIP TYPICAL WALL THICKNESS:.062" �/ TYPICAL WALL THICKWS$:.062" -.J 1-+- 0382" 2.431" 2.3{y i*------ -- 2.269" %1 4812F FRAME - HEAD O 4812F FRAME - SILL �j ALUMINUM ALUMINUM TYPICAL WALL THICKNESS; .062" TYPICAL WALL THICKNESS:.062" 2.48r' • { 1.785" 2.43" -► 3.21197" __._t 13 ALUMINUM M$ 1� A�NM ARIL LUM TYPICAL WALL THICKNESS:.062" TYPICAL WALL THICKNESS;.062" 1,297' iF -�-- 214" -� 1.617'" �- G.� - -_-- BILL OF MATERIAL NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 11068 _ 4712FLFRAME -HEAD ALUMINUM PLY GEM 2 11929 471ZFLFRAME -SILL ALUMINUM PLY GEM 3 11070 4712FLFRAME -JAMB ALUMINUM PLY GEM 4 11451 4712FL-JAMB ANCHOR CLIP ALUMINUM PLY GEM 5 10372 4712F FRAME - HEAD ALUMINUM PLY GEM 6 11927 4712F FRAME- SILL ALUMINUM PLY GEM 7 10374 4712F FRAME - JAMB ALUMINUM PLY GEM 8 10379 4812F FRAME- HEAD ALUMINUM PLY GEM 9 11928 4812F FRAME - SILL ALUMINUM PLY GEM 10 10381 4812FFRAME -JAMB ALUMINUM PLY GEM 11 11622 SASH - HEAD ALUMINUM PLY GEM 12 11926 SASH - SILL ALUMINUM PLY GEM 13 10377 SASH - JAMB ALUMINUM PLY GEM 14 11623 MEETING RAIL ALUMINUM PLY GEM 15 V - 490 TYP. GLAZING BEAD VINYL PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY GEM t7 V - 7139 SASH SHIM ALUMINUM PLY GEM 18 V - 7140 SCREEN RETAINER ALUMINUM PLY GEM i O in 3� sY vZ VG #: PGW029 iEET: 2 OF 6 ,ru, PLy GEM �A iNDCJ'r'Y'a 433 N. MAIN ST. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: W-484-6683 INTERIOR ao a Oh rn� Yy UGr- `SEE GLAZING vi DETAILI N a Y < LL v ZQ swe N 2 {a. ce m a F Q H v U. 3 r > E EXTERIOR a K a m Z 0 Z V) P H N L INTERIOR 712E v FRAME - HEAD TYPICAL WALL THICKNESS:.062" �243" 1,785" lf} 4812F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNESS;.062' 2 461" y ---2.769" QGLAZING BEAD 15 VINYL Ob4 ' 'RA qb �� it h yy T �Oi:� = swc v Z a • 0 o to DWG #: PGW029 SHEET: 4 OF 100 PLY GEM L' mIL)Ows 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX: 548.484-6683 OD o. U. N 0 v� �a�c �m C)Zq 04 7� a �P,F- - Z ' 0 w g n T >b 4 y' �FJ 14 -• d 4 S1j �r M r if) m S '_1O! Z claps A U DWG #: PGW029 SHEET: 6 QF 6 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FNI5H BY OTHERS " PERIMETER CAULK 1/4" MAX. WINDO.A. BY OTHERS 15 i SHIM SPACE HEIGHT \1 j SEE GLAZING-111 EXTERIOR DETAILI INTERIOR VERTICAL SECTION 3 % HEAD- IX WOOD/CONCRETE/MASONRY �s� 4712 FLANGE 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT EXTERIOR INTERIOR SEE GLAZING DETAIL 1 12 O.A. WINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS 2 1/4" MAX. F SHIM SPACE EXTERIOR FINISH BY OTHERS - 1X WOOD BUCK BY OTHERS --,a " CAULK BETWEEN CONCRETE/ MASONRY 4 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION_ SILL- iX WOOD/CONCRETE/MASONRY 4712 FLANGE 1/4w.r SHIM SPACE 3 THREADS MN. 0 PLy GEM ENGAGEMENT r �/ L71_/V, 4V1NDCit�+'S INTERIOR 433 N. MAIN ST. PO BOX 559. INSTALLATION ANCHOR CKY 910 SELF -TAPPING SCREW ROM MOUNT. VA 24151 4 13 PH! NOA84-6348 FX: W-484-6683 METAL 5TUD FRAMING 15 c m g BY OTHERS SEE GLAZING r DETAILI a o vv�in y1 H q 5HEATHING---- o Y a BY OTHERS M > < a 6 EXTERIOR yl 12 u� LU U� 3 EXTERIOR FINISH N z BY OTHERS O.A. c> PERIMETER CAULK WINDOW �u BY OTHERS WIDTH q HORIZONTAL SECTION T J JAMB - STEEL STUD FRAME o6 4712 FLANGE 11/4" MIN. EMBEDMENT 1/4" MAX. CONCRETE/ MASONRY BY OTHERS H Z SHIM SO CAULK BETWEEN H P CONCRETE/ MASONRY 6 IX WOOD BUCK BY OTHERS LU vi INTERIOR p 1X WOOD BUCK Jx BY OTHERS 3/16" ITW TAPCON 4 INSTALLATION ANCHOR 15 Ll 2 112" MIN. 0 EDGE DISTANCE ir, SEE GLAZING DETAILI EXTERIOR FINISH BY OTHERS nr; EXTERIOR PERIMETER CAULK C' m N m 4) vt O.A. BY OTHERS o Z n >L v WINDOW a co o v (1) WIDTH DWG #: HORIZONTAL SECTION PGW029 JAMB - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE SHEET: 3 OF L 1/4" MAX. SHIM SPACE A 3 THREADS MIN. o40" PLY GEM SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW 4`YIh1i'r()'uY BY OTHERS INSTALLATION ANCHOR #B SELF -TAPPING SCREW 433 N. MAIN 67„ PO BOX 559, ROCKY MouNr, VA 24151 EXTERIOR FINISH INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS INTERIOR PH: 540.484-6348 FX: 540-484.6603 PERIMETER CAULK METAL STUD FRAMING BY OTHERS SEE GLAZING BY OTHERS 13 � a 00 F+' " �- 15 v pi 3 THREADS MIN. DETAIL 1 N o w M g O.A. 8 1/4" MAX. ENGAGEMENT vi Y q !L WINDOW 15 SHIM SPACE �� V o a Y ayt SHEATHING CC O Z a HE16HT / BY OTHERS 17 h W N T a s m SEE GLAZING 1/ 3/4" O.A. INSULATED GLASS a DETAILI 18 � U Q q u g EXTERIOR EXTERIOR INTERIOR DOW 1199 \ EXTERIOR FINISH 10 CL N E BY OTHERS SILICONE/ \ PERIMETER8Y OTHERS W NDOW I WIDTH fl VERTICAL SECTION L HORIZONTAL SECTION 5 HEAD -1X WOOD/CONCRETE/MASONRY JAMB -STEEL STUD FRAME 4812 FIN 4812 FIN 1/2" MIN. GLASS 1/4" MAX. Z BITE �i� SHIM SPACE �1 SEE GLAZING f..l ZO DETAILI 0 17 15 GLAZING DETAIL 1 #8 SELF-TAPPTNGSCREW > 1, EXTERIOR 12 , INTERIOR INSTALLATION ANCHOR a O.A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX GLASS THICKNESS AND TYPE /�l OTHERS HEIGHTg SHZM SPACE MAY VARY PER ASTM E 1300 GLASS CHART REQUIREMENTS INTERIOR 3 THREADS MN. ENGAGEMENT PERIMETER CAULK 157 BY OTHERS , jsB METAL STUD FRAMING *-SHEATHING a `"> . ng EXTERIB OR OTHERS FINISH BY OTHERS BY OTHERS 3 5' w SHEATHING #8 SELF -TAPPING SCREW 5 .B EXTERIOR FINISH a"3 BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR 16 BY OTHERS ENGAGEMENT SEE GLAZING - OETAIL I PERIMETER CAULK BY OTHERS j EXTERIOR O.A. ¢ M v) ac v1 q h WINDOW i7 co `K v Y in z I VERTICAL SECTION WIDTH aWG #: SILL -PRECAST CONCRETE HORIZONTAL SECTION PGW029 4812 FIN �5 JAMB 4812 INUD FRAME SHEET: 5 OF b U Z � U � L w // W 0W Q W9 Z I- I- < Z 1-W(Y-J m U 0 j �0❑❑ U Z v) o 0 W CL W 5 Q W W 0_ z 0 / n Z CO � r�nJ V J Z � J Q U Z (D W c mCD W 00z J W o0 0 N� m 2 I-- W O_ Z 0- Z og Q U Z_ J Z U ISSUE DATE AUGUST 2008 REVISION DATE 4-9-20 12 SHEET PPODUC T APPPOVAL �--- 96.312" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH B b 6 95.00" MAX. PANEL HEIGHT 96.00" MAX. DOOR HEIGHT 01 - 96.00 91.25" 8 1 9 8 DC HEI HEIGHT ELEVATION EAIEnlun VIEVV'L InH%.n BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 February 24, 2012 TO: Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL M FL14634 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Sliding Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Buildine Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST STDS. 14634.1 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.2 PGW063 PER 1427 NAM[ 12/31/2014 AAMA 101-97 14634.3 PGW064 PER 1428 NAMI 12/31/2014 AAMA 101-97 14634.4 PGW065 PER 1429 NAMI 12/31/2014 ASTM E 330-02 AAMA 101-97 Note.: AAMA 101-97= AAMA/NWWDA 101/1.S.2-97 Page 1 of 2 147.000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 9 6 b 01 00 N 95.00" SO MAX. PANEL P M HEIGHT 10 9 'MAX. G L 9 OR 91.25" 8 GHT MAX. D.L.O. HEIGHT 142.560" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.D. WIDTH E F 7 7 95. M PA HEI 96.00" MAX. DOOR HEIGHT NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 0 O 00" 10 10 X. P P NEL 10 10 GHT L L 9 9 9 91.25" MAX, D.L.O. HEIGHT All ELEVATION EXTERIOR VIEW - 3 TRACK ELEVATION CAIEnwn VIEW -c IF%M--n 20 POOL PLY GEMI WiNDOAVS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT. VA 24151 PH:540-484-6348 FX:540-484-6683 n Co m � � M 0000 to N d� `1W m v L H V1 0 ' ��� aC U) � e ole w m m a0, cY LU n W ul "u-H aco Z Z H U Uj N W n N Q � �m2 �6 8 g; 1*y1xstttittrrlrlr 53 P Y,q 'Jr Nei 4�� �',•' c, E Ns * No 68101 ca 10 Z .. QN Z u- "i3 k � V Z » STATE OFF ; �w.',7 a lu n >� ,Se•`•: DWG #: A� �%- PGW065 i-•xtt�titt%t�SHEET: Z OF 11 BUILDING DROPS 127W.FairbSuite4 8 Suite 38 A Perfect Solution in Every Drop Winter Park, FL 32789 407,644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). 0JI III Respectfully submitted,�F.f'r0 * 7 pro. TtIT ?cry �0:, c �,.,,��w'u1� Digitally signed by Hermes F Norero, P.E. c�rvAu C` Reason: I am approving this document Hermes F. Norero, P.E. zlntul�`�`,� Date: 2012.03.06 19:57:09 -05'00' Florida Registered Professional Engineer #73778 96.00 DC HEI NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" Page 2 of 2 193.750" MAX, DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH O 10 N 95.00" 10 MAX. r P M P PANEL 9 10 9 10 HEIGHT 'MAX. L L 9 OR 91.25" 8 9 GHT MAX. D.L.O. HEIGHT 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.Q. WIDTH 95,00" MAX. PANEL HEIGHT 96.00" MAX. DOOR 91 HEIGHT M j D.1 I HEI J 25" kX. -0. GHT ELEVATION 4a) EXTERIOR VIEW - 2 & 3 TRACK 285.750" MAX. DOOR WIDTH EXTERIOR VIEW - 3 TRACK ��t��tt►►�lrrlr�r No E3810 1 .. * ,t. 'O = STATE OF 'u✓ ` / %� OR fir S >. ••�� ��,� A� ttt��t 00 PLV GEI 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX:540-484-6683 n 00 "'' kb m V) O ; N F}_ U t>7 N 00 V) Zp u Y QUJ ���, Z .c oc .-1 w m I.- Cl I A cY a LU ° w� W Ix a LLJ U � H 33 �r-0 W Q a N s co 0 z m on w L X = C lu U Z O n DWG #: PGWOb5 SHEET: 3 OF 11 U Z Q _0 � v � m J 0 W Q r Z Q Z W � J m U 0 � ❑❑❑ U Z_ O > a- 0 LLJ of W 0 0 w oC ' 0 _� C •V^/ H Z V V Z Q U z IL W W 0 m OZ " W W �Z O O � 0 J ( N� m I-- w 0 O 0 �o Z �z Q og U J Z Is- 'N ISSUE DATE REVISION DATE 3-7-20 92 SHEET N301 PRODUCT APPROVAL 6.00" MAX. FROM CORNERS, TYP 20,15" MAX. O.C. TYP b 00" MAX. FROM CORNERS, TYP f 20.75" MA INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP F7 1925" MAX. O.C. TYP 6.00" MAX. FROM 7 7 NER5,TYP f � 20.75" MAX. O.C. TYP INSTALLATION ANCHOR TYP / 01 01 6.00" MAX. FROM CORNERS, TYP ---I �.-----�- 20.75" MAX. O.C. TYP 6.00"MAX. FROM CORNERS. TYP-�-I I -►�-- 20.75" MAX. O.C. TYP ANCHOR LAYOUT ANCHOR LAYOUT 6.00" MAX. FROM CORNERS, TYP � 18.63" MAX. O.C. TYP 6,00" MAX. FROM CORNERS, TYP 20.75" MAX, O.C. TYP INSTALLATION ANCHOR, TYP po yx y 6" MAX. FROM CORNERS, TYP --.-I I-.►�- 20.75" MAX. O.C. TYP 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 112" MIN. EDGE DISTANCE - CAULK BETWEEN CONCRETE/ MASONRY-\ BY OTHERS \ CONCRETE/ MASONRY & IX WOOD BUCK BY OTHERS IX WOOD BUCK---,` \ BY OTHERS \ - - 4 1 1/4" MIN. EXTERIOR FINISH _ EMBEDMENT BY OTHERS -�1/4' n MAX. SHIM -� PERIMETER CAULK - i \o BY OTHERS 13 3 23 3/16" ELCO TAPCON INSTALLATION ANCHOR 8 2 INTERIOR NTERIOR VERTICAL SECTION O.A. CONCRETE/MASONRY-HEAD UNIT 3TRACK HEIGHT EXTERIOR INTERIOR PLY GEM 00 t 4btW 433 N MAIN ST, PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484 6348 FX: 540-484-6683 a U) m � V O J tI > c 12 LL O w D Z< z ¢ o to p a � ��z a m SyRoo '+ �,o 51 mZ a Al o £18101 yc • f a n z� x ye¢ = ¢ uZ 5J STATE OF /L ` ��•*',:'_-^/` J o a u v3 OWG#: PGW065 F SHEET: 4 OF 11 PLY GEM 433 N. MAIN ST, PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX1 540.4846683 p w q t w o g V V n e OO J Wm v 3/4" MIN, EDGE DISTANCE 1 3/4" MIN. SEPARATION u) L+ Q ¢ 11- w g Z e LL 2X WOOD FRAME u a BY OTHERS 11l2" MIN. '° w m m O bm4 SHEATHINGS EMBEDMENT 10 i u LL ?7. BY OTHERS J�4 CL 3 e EXTERIOR FINISH . m w n d N Y BY OTHERS I 1 K �< 1/4" MAX. SHIM PERIMETER CAULK BY OTHERS 133 \\ \ 23 #10 WOOD SCREW - 19 O INSTALLATION ANCHOR ��'' M8 2 � > HA O.A. EXTERIOR INTERIOR L.I i UNIT VERTICAL SECTION HEIGHT S� 2X WOOD FRAME - HEAD �./ 3TRACK Z PERIMETER CAULK --� �\ O ® ® r A BY OTHERS \\ 1 T� SET SILL IN BED OF CAULK - a 11/4" MIN.�I OR WET CEMENT :!••� EMBEDMENT ; s �asltrJrrrjr 3/16" ELCO TAPCON * `'��F44 \$ aAyr�4,r INSTALLATION ANCHORr\��xO E jy`SOr+, r r 2 1/2" MIN.I 1 3/4" MIN. �- CONCRETE/ MASONRY EDGE DISTANCE ---SEPARATION BY OTHERS k tv y 68101 o °' Z N n p VERTICAL SECTION �, n _ _ z 7 I CONCRETE/MASONRY - SILL STATE OF J'dJ:.-•,y�-�� O u 'n 3TRACK 0-*., A,. a y DWG #: . INTERIOR EXTERIO HORIZONTAL SECTION ` REINFORCED BUTT STILE W/ SCREEN ADAPTER INTERIOR EXTERIOR MPS HORIZONTAL SECTION INTERLOCK W/ SCREEN INTERLOCK OF 1 11�>.ctlJJ4SIPrrt,r.� ;c ENs`''Q�'-- PLY BEM ,.=> `ti[ S 433 N. MAIN ST. PO SOX 559, INTERIOR b ` ii STATE OF ROCKY MOUNT, VA 24151 /Q,� ,i-.r/ 0,:C 1•.0 Q, �wV• P14:540-484-6348FX:540.484.6683 22 16 15 �'+F • t O H T D; ����Q S ',r`rSf `, p A t of m L a m J N v V< � W � N J LLi ��mJ1 0 � LL `• 6, 15 w < �g N cy X 0Z LL n LIJ o0 m EXTERIOR a M u LL o a a g ro HORIZONTAL SECTION m a SCREEN BUTT STILE a BILL OF MATERIALS NO. DESCRIPTION MATERIAL MANUFACTURER 1 2 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 2 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 3 3 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 4 3 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 5 2 TRACK FRAME JAMB ALUMINUM PLY GEM WINDOWS 6 3 TRACK FRAME JAMB ALUMINUM PLY GEM WINDOWS 7 PANEL INTERLOCK ALUMINUM PLY GEM WINDOWS 8 PANEL TOP RAIL ALUMINUM PLY GEM WINDOWS 9 PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 10 PANEL BOTTOM RAIL ALUMINUM PLY GEM WINDOWS 11 PANEL LOCK STILE ALUMINUM PLY GEM WINDOWS 12 SCREEN BOTTOM RAIL ALUMINUM PLY GEM WINDOWS 13 SCREEN TOP RAIL ALUMINUM PLY GEM WINDOWS 14 SCREEN INTERLOCK LOCK STILE ALUMINUM PLY GEM WINDOWS 15 SCREEN LOCK STILE ALUMINUM PLY GEM WINDOWS 16 SCREEN BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 17 SCREEN/PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 18 FIXED PANEL ANCHOR CLIP ALUMINUM PLY GEM WINDOWS 19 GLAZING GASKET VINYL PEPCO 20 HI RISE SILL RISER EXTENDER ALUMINUM PLY GEM WINDOWS 21 PANEL BUTT STILE REINFORCEMENT STEEL ELLIOT 22 CENTER FIN WEATHERSTRIP - 0.25" LONG ULTRAFAB 23 CENTER FIN WEATHERSTRIP - 0,35" LONG ULTRAFAB 24 CENTER FIN WEATHERSTRIP - 0.45" LONG ULTRAFAB PSPRI25 ADJUSTABLE DOUBLE METAL ROLLER ASSEMBLY BUILDER'S HARDWARE, INC. 26 NG LOADED ADJUSTABLE METAL ROLLER BUILDER'S HARDWARE, INC. 27 5/8' OVERAL INSULATED GLASS 5/32" TEMPERED GLASS 28 SCREEN PANEL SIDE SWEEP ULTRAFAB ,6 m T l Zt _� �Z O 0 V N VG #: PGW065 IEET:10 OF 11 6.00" MAX. FROM CORNERS, TYP ---� 18.13" MAX. O.C. TYP 6.00" MAX. FROM `_ CORNERS, TYP I � 20.75" MA: 1 INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP --�' I- ---r�- 20,75" MAX. O.C. TYP ANCHOR LAYOUT 6,00" MAX. FROM CORNERS, TYP -»- 16.10' MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MA INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, NP �»---�- 20.75" MAX. O.C. TYP CAULK BETWEEN 1X WOOD BUCK & CONCRETE/ MASONRY BY OTHERS 3/4" MILE ' DISTANCE 4 1 3/4" MIN, SEPARATION worm 21/2tMIN. r EDGE DISTANCE ANCHOR LAYOUT 1 1/4" MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT 114" MAX. SHIM INTERIOR INTERIOR 1/4" MAX. SHIM -+ 5 23 3/16" ELCO TAPCON '� INSTALLATION ANCHOR SEE GLAZING-23 5 DETAIL 1 GLAZING - MSEE DETAIL I ( - 27 19 it EXTERIOR IX WOOD BUCK BY OTHERS EXTERIOR FINISH-/ BY OTHERSETER CAULK 8Y OTHERS BY OTHERS - O.A, UNIT WIDTH G HORIZONTAL SECTION CONCRETE/MASONRY -JAMB 2 TRACK INTERIOR 2X WOOD FRAME �BY OTHERS #10 WOOD SCREW INSTALLATION ANCHOR i 1 3/4" MIN. SEPARATION Y, 3/4" MIN. EDGE DISTANCE EXTERIOR 15 SHEATHING BY OTHERS PERIMETER CAULK -� BY OTHERS EXTERIOR FINISH BY OTHERS -,.O.A, UNIT WIDTH HORIZONTAL SECTION 8 ZX WOOD FRAME -JAMB 2 TRACK 5/8" O.A. INSULATED GLASS \ CONSISTING OF: \ 0.1563" TEMPERED GLASS, 18 ( 0.3125" AIR SPACE, ( 0.1563" TEMPERED GLASS, 0,75" GLASS BITE _ EXTERIOR �- 00 PLY GEM V}f N. ,T4 t V'., 433 N. MAIN 5T PO SOX 559. ROCKY MOUNT, VA 24U PH: W-484.6348 FX: 540-184-6683 L rm O N -C u ZLL a U) z a ° F d w <al z B J a LL a 3 S ao a ¢ a m LO z O zz Lu 2 ,3 °�F3tl e y Y' ti m T aN 3z ZZi , k DWG #: PGW065 SHEET: 5 OF 11 PLYGEM 433 N. MAIN ST, PO SOX 559, ROCKY MOUNT, VA 24UI PH: 540 484.6348 FX. 540-484-6683 o v U) N W 'In .00 O� ,Vy�N ._ J} N 1,�w w J v 'In <LL q Y K zN a 3ga w a w H f� 0, J = 3 c3 Z 3 a c¢ w H m Z H � In N o 7- m Z L1_ Y c U Z r O 3 U nwr tt: C�TRACK TYP. WALLRAME THICNESS 0.062" V TYP. WALLRAME THICKNES 0062" �:.J TYP. WALL THICKNESSILL TRACK 3 TRACK FRAME S 0.062" `�:/ TYP. WALL3 TRACKILL THI KNE55 0.062" 5,66" --- 6.01" I 7,41" 7.77" -- 1.46" 1.46" 1.1 9„ L_ 1.19" PANEL INTERLOCK TOP RAIL 9 PANEL BUTT STILE PTERBOTTOM RAIL 5 2 TRACK FRAME JAMB O TYP, WALL THICKNESS 0.062" 0 TYP. WALL THICKNESS 0.062" TYP. WALL THICNE SA0.062" 00 TYP. WALL THICKNESS 0.062" �J TYP_ WALL THICKNE 5 0.062" - 2.52" - 0.94" 1.76" 2.06" 1.00" 1,37" -J 2.06" �L J.00' I 1.36" 1- � 5.60" it PANEL LOCK STILE 12 SCREEN BOTTOM RAIL 13 SCREEN TOP RAIL (14 SCREEN INTERLOCK LOCKSTILE TYP. WALL THICNES5 0.062" TYP. WALL THICKNESS 0.045" TYP, WALL THICKNESS 0.045" TYP. WALL THICKNESS 0.045" 2.21' 1.04" - 1.D4 -- 185" - i I I mm-I. I.00" 1.14" 2.11" 14V 6 3 TRACK FRAME JAMB I TYP. WALL THICNES5 0.080 0.94" 15 TYP.WALLL THICKNESS 0.045" EN LOCKSTILE 26 SCREENBUTTSTILE TYP. WALL THICKNESS 0.062" 17 ADAPTERPANEL BUTT STILE 18 TYPPEWALL THICNEANCHOR SS 045" TYP. WALL THICNE55 0.045" ..1.85"I.I -1.56' 1.25_7" 7.36"1" 141„ 34" 1.±,:,� 0.8-1 �19 GLAZING GASKET 20 HI RISE SILL RISER EXTENDER 21' PANEL BUTT STILE REINFORCEMENT TYP. WALL THICKNESS 0.065" TYP. WALL THICKNESS 0062" TYP. WALL THICKNESS 0.12" (11 GAUGE) ��3r;L1k1r34xr, 1---- 200"- LOOP_ ##�.`y�%15..'S"O )',QO*`r• ,r r5 0.6i 0. 5" �A q::�;GEAS•.G.: 'y 47" 1.00" No 6810i1'• PLY GEM 433 N. MAIN ,$ I, PO BOX 559, ROCKY MOUNT, VA 24151 PH: W 484-6348 FX: 540�484-6683 o M � N F�$ Ii N Z V Q ex LL o O"m U, N f yZ'Ca T ? e Lj Q w H awuuulW �j LU 3;S 4m w CL 1' x a I ¢ �^z Y 1' :E Z a[ q J v1 U z 4 . ' 01 S u V) ubo of 11 1 3/4" MIN. SEPARATION - 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY BYOTHERS -\ CONCRETE/ MASONRY & IX WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS 1 MIN. EXTERIOR FINISH ' EMBEDMENT BE BY OTHERS MAX, SHIM -� PERIMETER CAULK BY OTHERS 13 b ELCO TAPCONINSTALLATION �t3/16" y1/4" ANCHOR 8 2�7 EXTERIOR INTERIOR (gam VERTICAL SECTION 6 CONCRETE/MASONRY - HEAD O A 2TRACK UNIT HEIGHT EXTERIOR INTERIOR 00 PLY GEM t v C,T -1in5 433 N. MAIN )T PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540. 484-6348 FX: 540 484-6683 m v h 0 V N 3/4" MIN. EDGE DISTANCE 1 3/4" MIN. SEPARATION V) w Y a u LL Z 2X WOOD FRAME BY OTHERS--� a \ 1 1/2" MIN, i m ce SHEATHING- EMBEDMENT a w v e z BY OTHERS w S d $ S EXTERIOR FINISH - r c° a N n BY OTHERS PERIMETER CAULK -� 1/4" MAX . SHIi.. T m BY OTHERS 13 1 (n \ 23 zO �\ O.A. #10 WOOD SCREW -- '� 19 1-4 ` UNIT INSTALLATION ANCHOR �O HEIGHT g 27 H H EXTERIOR INTERIOR C VERTICAL SECTION 6 ZX WOOD FRAME - HEAD 2 TRACK PERIMETER CAULK BY OTHERS SET SILL IN BED OF CAULK ". a 1 1 1/4" MIN, OR WET CEMENT -T' EMBEDMENT 3/16" ELCO TAPCON-- INSTALLATION ANCHOR �. 2 1/2" MIN. 13/4" MIN. ` CONCRETE/ MASONRY EDGE DISTANCE SEPARATION BY OTHERS VERTICAL. SECTION CONCRETE/MASONRY - SILL 2 TRACK 1 1/4" MIN. EMBEDMENT -- CAULK BETWEEN 1X WOOD BUCK & CONCRETE/ MASONRY j BY OTHERS i 3/4" MIN. EDGE DISTANCE 1 3/4" MIN. SEPARATION TYP 2 1/2" MIN EDGE DISTANCE I_ 1/4" MAX. SHIM 1/4" MAX, SHIM � INTERIOR INTERIOR ^ 3/16" ELCO TAPCON INSTALATION ANCHOR 1X WOOD BUCK - EXTERIOR BY OTHERS / 15 EXTERIOR FINISH BY OTHERS � PERIMETER CAULK BY OTHERS ------- O.A. UNIT WIDTH ----- 1 HORIZONTAL SECTION 9 CONCRETE/MASONRY-JAMB 3TRACK INTERIOR n 19 EXTERIOR U UHORIZONTAL SECTION INTERLOCK 410 WOOD SCREW INSTALLATION ANCHOR s ` �• '•GE3,t O � i No fi8101 //`J 1 112" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 1 3/4" MIN. 11 A SEPARATION TYP. 3/4" MIL EDGE 27 19 DISTANCE 11 i EXTERIOR - SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS -1/ \-EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH K HORIZONTAL SECTION 9 ZX WOOD FRAME -JAMB 3 TRACK t4j14IIrrspy Trr3�rrr No 68101 1'r Z am; STATE OF •-•�-;j -If INTERTOR 21 22 11 it 19 2 27 i - EXTERIOR 19 `--' HORIZONTAL SECTION _ l3 REINFORCED BUTT STILE 'x H 6 m Z k z Uz 30 U) DWG #: PGW065 .SHEET: L of 11 PLYGEM 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 24151 PH, 540-484-6348 FX541-464-6683 m U) m a m aC O V N J JWm XqY=. V) e Z O Z Q n n V p N m G a a V H w5 11.4 CA h C) ¢ a � 3 g x a 0 N sk I pT5 i^ Ill a� 3= _¢ Uz o 90 v N D PGW065 SHEET: 9 OF 11 U z Q 0 � v � J� ..o u- m J Q W z I- F- W J O co U � zo 0 V ♦ L1J w W O W > (10 V Z n J v J z Q z Z x W O w O m V 0 W OO z �- w0 O o _J O ^ N � �`•.// m �- W I..L _ :2 O 0 Z 0 Q U ? z _ uu ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET ■ PRODUCT APPROVAL R W R W Building Consultants, Inc,. B Consulting and C.ttgur=ing Scrviccs for the Building Industry - yg ,r.^i� �*fr C P,0. Hat 234 Valn-, FL 3.1595 iri-&13.649.91971H R - 24-W MAX. 3 F � 3 2 '��' - .�{ 8g `* 4i -- \�\ /JJ/ t i7orida Board orProess�aram I:n$�ncers Cenifrcat or Auil4oxiamioa No. 9813 � �t D.L.O. INTERIOR Er. aluati.1jori +E MA ITR(J a - W 1 1 INDUSTRIAL ON., EiOGM'RTCtN, OH 43517 7-7 MAX. MPro ct - ail � Category Bub Category Manufacturer Product Name i ro is a 33.E ®' - v Therms Tru Corporation Smooth Star Fiber Gla c Classic Craft 8 Classic Craft Rustr STAR" �� "FIBER �� '� � - Swindling P sam . ft s PANEL WVH Extarior 113 Industrial dr. Flise lase Glazed Door - P' -,.t. t°i •pp' a�` Doors Extorlar Daor tg CLASSIC" �' �-- Asscin»Ilse Edgerton, aH 43897 Inswing 7 Dafswing "CLASSIC CRAFT" � ��' :, ?a Phone 419.288.1740 Y7 Scope:h' LASSIC CRAFT RUSTIC- n a 35 _ o rT o This !s a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F, Schmidt, P.E. (System ID # n a 5 o n 'o 44 EXTERIOR ` e 1998j for Therms Tru Corporation based an Bute Chapter tdo. 9N-3, Method 1d of the State of Florida Product Approval, • F 4 Department of Community Affairs -Florida Building Commission. # '� 6 © y o RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company _ � j i HORIZONTAL CROSS SEC17ON manufacturing or distributing ttms product grin any other entity involved in the approval process of the product Hamad herein. ! Jr f F c OUTSWING Limitations: ttf� � L This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). O rxl 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing EAiERAL NOTES � - d.i i` or stucco. - �tcn C9 1.38 tnz 3. When used in the "HVH2" this product compiles with section 1626 of the Florida Building Code and does not require an impact resistant ¢, i1�S diaCthastaft �ys3itt�l#r3didt7Q ig'try � f '^ - F $ compliance h AtQ o Bulidttl Code I1 ad V E caverdnq. structural requirements Including tre'R it Velocity Hixlioune Zoit'd�, JHVH j. � �,. -� d -- - L r `` ' -_. r 4. When used in areas outside of the HVHZ" requiring wind boors debris protection this product complies with Section 1609.1.2 of the �", � 'i 2010 FBG and does Hat re wire an im " " « t _._ q pact es slant eaver ng. This product meets missile lave! D and includes Wind Zone 4 as defined i - J W �. t?radur I cans t saPz 3iti be as itst a ctci sltrwrt rt e A • tETAIL A \ ( w spaced ca details, ft�.i1 emta�:dfnent ib e : •�' « in ASTM E1996 and Section 1609.1.2A of the FBG, G'.. .-= � � w(rg U R material shoal! �a8y5Ci+;i wall asing r� s€uaiaa; . > .. Q A --- i1 5. For 2x stud framing construction, anchoring of these units shall be the same a3 that shown for 2x buck masonry construction. �, P �. � :. , . , ;• _ __ - f , 6, Site conditions that deviate from the details of drawing FL-10975.1 require further engineering analysis by a licensed engineer or n p, $U Cx1 Z 3, When used in the HVHZ" thix product complies with section 1624 of tho o Bu ii Cade and - registeredarcttifecL 5rroofhSta' br not requirean Impact resistant roc covering. I cz r"". Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ". - � ---„ .-. - � p NiT1 E is T P R iE BOTTOM RAIA Wt:iCK MILE 8. Inswing configurations and outswing configurations using item #18, #14, #15, #16, #34 and item 437 do not mast the water infiltration 4i WViaefa used €n areas ealatitde vE tf °HVt re t41 wind ktarrte de protection s product L g bps a #tu npites , ° a P,I ... EXTERIOR INTERIOR 11MM requirements for the HVHZ and shall be installed only mean -habitable areas or at habitable locations protected by an overhang or �; � canopy such. that the angle between the edge of canopy or overhang to sill is less than 45 degrees. yydih Sc;cfitan 1 .i.2taf Ilse t ABC and dQBS not require ?'d'TlrrtiLAaCt i'43Siiti9nt esaYiirtg, if1i1 p€eadt?Cf ,�} : - 9. See drawing FL-10975.1 for size and design pressure !imitations. 6. meets As is level'D"'land inch Wind Zone 4 AS... "moil #1 M E14'4d., f: $ - Supporting Documents: 1. Test Report No, Test Standard Testing LalogratnntSigned b S. For 2k stud training ConSTNC$icn, synch of these Unify be the Some ass that shown for buck mosoM conslrrucii"ori, M GLASS BITE i1 LLii r , TEL 01460336 A,B,C ASTM D635-03, ASTM 01929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. { I V ASTM D2843-99 tit }12O TEL 01460339 A,B,C ASTM D635-03 ASTM D1929-96 Testing Evaluation Labs Lyndon F. Schmidt P.E. u. n t ' : _ - i°'Cl$C. � , 9 v � ctindli�?n9 itl�rt e frcaffa tfs�: dells Di this drawing requke further �rtglrt � analysis by o � CELLULAR GLASS �, � J ASTM D2843-99Licensed engineer of registered hlect. - t:� t3 GLAZINGLU" . � °- TEL 0146UO3D TAS 201-94, 202-94 8 TAS 203-94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. - 4 :_ n n STTS00001 ASTM G26-95 Sub -Tropical Testing Lon I -licks, VP Operations TAPE `. I/S'tEMPERED cv 16427-107362 AS -I M E84-00a Omega Point Laboratories William E. Fitch P.E. 2' ut configurations coastal out item #31 un t water Infiltration uiserrents for "HVHZ": � - GLASS � EXTERIOR _ co J O W ATd 67508.09-105-1& ASTM D1929-56(200Dje1 Arch isc urai Tasting, !no. Joseph A. Real#, P,E. A!R SPACE 2 Miami -Dade Ai4A i�teriats_ 8. Inswing c€snfigitiations chits n con i uratiorts using Item i&,;#1441 , 1,034 and item 37 �' � 08-4203.01 ; x tl ri 4Installedis d 5132" ANNEALED Sa ie me aye by glut a (fit moefi the water iiitrtrttion foqu ements for the i�i W and shelf be 1 ncrrt babita � -- - a. � :i 3. Drawing rslo. Prepared i� Si ned seated b areas or at habitable c protect by an overhang or cortot3W St3Ci7 fftr? is k , the : : ry � ._ .:. --' LASSZZ ._9.,�Y Q 2 IiA. MAX.___ 0.090 PVB IAaTERLAYER 39 ._,____ I' I Z !!o. FL-iD975.1 RW Budding Consultants, Inc. (.'A fi9S 13) Lyndon F. Scfunidt, P, t:. � rsiCity' Of C ,.: y ar G7it tY'.Y $IS t1 Ica tYitlt'i car _ # � .'.. "'``�� "" '--- --;- •.. .. ' •-,,- °- t,.t i W T SAfLEX F3Y Si3LUTiA 46 ° ¢ r L z a. Ca cutations I�rouaresd by pC .l.d._,5,.,a?.t�..jX r Anchoring RW Building Consultants, Ina (GA #9813) Lyndon F. Schmidt, P.E. INTERIOR ASTM E1300 Glass Load Lyndon F. Schmidt P.E. FA 8 i : _ a I 1/6' AAlAIEALED � 49 Yn _ vv: 5 p110000 Ci ti rJ L�LiW A45 �.z Z -� W 5. 4craditYAssurances - # JD R ET c.' .. GLASS. N - .. OR � t° 9 rr Certificate of ariicr atlpn lssuscd Lr National find Management institute, ,.eivf n 7 u T �-�+._ -.... ......... 7.__-.... .-•, . p , 3 g gYtraE Cheima r_ Corporation) P t, t1i1 fifxl :i` 5ttc ,. s : a .. .'=... .a..., ., ._,.F... ,.,... S ..:,...., ant. is manufacturing productswithin a quality assurance program h a r u i^ . ... ..0) .rdvLE txLAZiAt 9 r q ily p G am that c m I es rh tSCitIE .70 0 arrd p _.� 4 } t #tt ai} 8 ctnc9 ti fe t1a 2X 3ojst€1a1r1_:....._ . , _ __.__ Guido ti3. Y _ . s 28.H5 OP SPACER hd.. r,, a,x, .,, , a_n,„... ,<M.. Lp idon r. Schina P.E. ei ' : - €d.:. iX _: rf - ,iFC tt - ----. ' AREAMAX, 3 MM V O E : WINING 7.? ° awa• 5y-, JK in W � FL PE rra �3a0w � 4 eief is r�I il3 Ott tt� , art i-� �:-_.._-- �aLATf � � `T�I;, zns 2012 al tt t fir ] �I 1 - crf to ., DETAIL A.A ate, ay: LFS 2 = PF 139c cheat t of 1 _ k„ i 6 71r Panel reinforcement VERTICAL CROSS SECTION trtuw Nc eta.. 6 �iczd t" Fi f fg. i o _ a, p a FL- 10975.1 o V / 1 2 or 11 El Z 0 24.5E3" taM1AX. � w o.� c3. --- 39 3 4 24,58" MAX. 3 4 2 w _ 0 � , � > "' o.L t). 39 INTERIOR b2 _ . q�r a to 5% INTERIOR � �a t�46 17) ; � -J µ �R � w �w 35 8 = rwr' 0 -)0 V) LL v Z ° g ea EXTERIOR � � � � � V � � a -! EXTERIOR a T 01) -L-4 - i 6 51 35 061/ � e` z G, 1 p C - t HORIZONTAL CROSS SE"ON 1 NORJIi19+iirALROSS SCCiitiN of W o 3 0 W Z *-I i:2i cs - 4 1.49„jrC+D+ o _ w , DETAIL A -A w _ . c� rs. ri DETAIL A -A r- w = I o 3 Flberdassfc _ a o bt1 GYassic PANEL - o�`a 0 _ tiP. rftNGEssni t ff cE EXTERIOR INTERIOR it � EXTERIOR ifJiERiCJR � 0 Craft > a Q I I -- sT rP.j ,6 Ti3i' At! (?TT(iM RA►L z a- z ;gym �� o g - , c� z G1 A a 'J i.54" t 1.44 4.tfY' - --- 4 -. z V) } 39 -- ISSUE DATE uiA. MAX, Z* DIA. MAX. err a Tf E_ cc crc sTrLE _ a AUGUST 2008 sago oao ST¢ m ea�cscl �cto 35,'` - 0) z 0 0 1 Z, 6125108 28, _ r T 2AREA MAX.5 i 4 _ )28,86%C PEN • SCdi.E. A�.i.,s.. J �...,, / AREA MAX, N.T.S. _ REVISION DATE Alt sA . ar: JK --i 65 ram. BY.' JK m Panel reinforcement i HX, BY: LFS 3 info A A txr.. Panel reinforcement 2 ERI7CAL CROSS SECTION BiRW t� t o,: ins 2 �E AL RC358 SEA m Fi 1t19i.1 3 3 Er 5.1 3s7 4 p� - 12-30 2009 4-9 2012 SHEET PRODUCT APPROVAL 24.58" MAX, 3� t 2 1 4 3 D.L.O. ` c\ ^ 73 m Q d ? li x T f '\% 7 7 INTERIOR r �`, n il T+3 i" MIN. FROM I"MIN. FROM _MASONRYEDGE MASONRY EDGE (TYP.) (TYP.) 2-1/2" vt C INTERIOR 39 5 l ^ ; a c1 o ui a t4 vmR a w 50 60 L 9 10 ° p w 40 70 la H , z r f Q �C 2 tW MIN, FROM 2-1/2" MIN, FROM E ° ___ _._. _ -MASONRY EDGE �-� MASONRY EDGE -�-. ° . (TYP.) i RYP-) n r m m w r z w ` 77 ill"d E /� `.�_8 E _ "< d ,° ,`` ��m1• I - e s cj EXTERIOR n 1\" �an° g 21 0E� s 41 71 _ S _ p E c� d HORIZONTAL CROSS SECTION\03 3 7 - 40 70 19 Cr o q U F 17 b EXTERIOR 8 ° ;/ a r Q 4 ¢� 0014 Z E i o > „ - EXTERIOR INTERIOR EXTERIOR INTERIOR — —__--_ 15INTERIOR EXTERIOR P34 m 30 ¢ A t o i ! U 50 bQ (1�1 VERTICAL CROSS SECTION z a { 16 2 _c 'w " a v DETAIL A -A 70 R FA K 1.dY' Cta ) a o� m E f i-1/d"M)N. ( � VERIICA! CROSS SECTION Ouhwing configurat on shown % , Shown w/i X sub -buck Irrsvri€lgakaapproved o Ccxedtnntc � EXTERIOR INTERIOR) } . 7 7 7 IrrP} a o C 50 b4 (_ 3 HORIZONTAL CROSS SECTION 10 9 , /( ' INTERIOR f i EXTERIOR m 7 g Gl I g t I v 27 b Shown t 70 INTERIOR INTERIOR { ! lU � _ --._ _1 '-- ° 4100 c ^�S a — r 7S B 7TOM RA1L 24 c> $ O O u� r LL r to o • © o g EXTERIOR - INTERIOR / 32 I 2-1/2" MIN, FROM 2-)/7' MIN. FROM \ / » . MASONRY EDGE - MASONRY EDGE 3b 3838 i (TYP.j (TYP.) S0b7O o 39 - i R i / `- r 4 VERTICAL CROSS SECTION (40 z \ N - CG s r a � z'DtA.MAx. _" o 3 s o �� ...... _. ._., .,. � ", 7 EXTERIOR 7'�- � � U . � `"� , � >i i 7 Ouhw ng co"'IF� lion ^-^ see general note$, stl.1 t •-, T \\ I � r - � for "HVHZ"water irdatratwn 4.70 --{ �' U w t $ EXTERIOR (77 - requirements08 ;_' f M M o i '. < � � / 35 ';'..f , I , -.. .' ___ J ,� ' ., ... r 1- A ° � w ..._ 5Q d#j � . O "' p " ! y �` ' �/ °_ `__, ..-., �40 lil 1 ' 1 z � Q 1 � .. - I 10air 5 - _-T'--n--_. _�. _...,/ : i - N ✓} w z a^z c> o z �g i -` -, 39 )' - - 2B.8AOPE14 i---_-..,. fi- AREA MAX. DEfAflA•d Imo' TOP RAIL HIHGEAND K ` •, 72 J77 B5 c U z P iti O.tS ✓p.t5" p } l - - N� - --- ✓ CSINK - I P' IMP• C ` i q ^ ) n o ° z n o^ s. a 2-T/220 " MIN_ FROM 2-1/2" MIN. FROM 2-1/7'MIN.FROM 2-1/7'MIN.FROM • +- MASONRY EDGE MASONRY EDGE . - 1' " " .' M NRY G MASONRY EDGE ASO ED , : MASQ ED • - (TYP.) (TYP.) •— (TYP-) (TYP•j c o u a 6125108 nnTE 6/25 08 way: 6 25,106 N.T.S. SCALE; N.T.S. WALLN.T.S._ Panel reinforcement -•�— l " < . f 11/4"MIN j T� J m 3 VERTICA! CROSS 5ECTItYN 5 VERTICAL CROSS SECTION m vxa. gr JK awe. er: JK . sm JK' '2, t S/ CROSS SECTION I a*. er: LFS ? © EMB. iTYP.j i 1 HORIZONTAL CttOSS SECRON 1"22 HORtZONTAL CROSS SECTION C b tnswktg cortfk anion sh 6Tmsv 9 configuration shown i-214" iN. .-. mm_> -EMB. B. IFS 3 4 a Outswngco uratk3n , insving catfgurat�n see gerusral rwTas. sheet 1 see 3er ere i naive, sheet t for "WHL' water infiltration "HVHr r mil. LFS mom No-:-- } c °� : DpAv rc No.: 5 k:7FL 10975.1 g Outswing atsa approved t7ulswt also approved jTYP.) FL f 0975, # a E for water Infiltration requirements rectutremtr€nfs FL- t 0975, £ o 5 er 11 d x a seer ? or.11 O,.- O d„ ,` a . m , n n t1 7{ O ct. Orr 6" r a i -Q rJ g m - ---5.75 . 2.3T' ! 1.bS' p 238" an 7i �l z �'- •Y '�TYP. HEAD ,V' ° -'�'t cnj a \\ - m 8 i3 s a t1. E , _., :3 •: aE. ram° E & JAMBS SEE NOTE 1 TYP, HEAD g - L e 9° 8 d t •+ V4 r g E S q �' IN s 1 sWIIi ' fx « TB 75 33 with tfteYtru� break 8 E s o°$ ✓L JAMBSd ,.•. z O aQ MASONRY _ -. '- 1 �"i ° 2$ a a ° a D D ( 1 } p w z _ \\`.H _. O a -.. - ___-. __ _ --- MASONRY I 2$ a a sY ComPte si \ AdturtOWe wlih 1 F+>bsuhshata SiandnMsutxhotr� a d m ' MASONRY . OPENING J OPENING °8S �yy ' V `5 TYP. HEAD & O OPENING JAMBS �'i Eg ��� �+ W I IC a z _ FRAME yq B +� SEE NOTE 1 � SEE _ ...., NOTE 2 FRAME &- @Wp 2 36" 4W5 d"—___.- _ - 23i' ]] ;. & 1 xz �9 m i • - —� 27C3 h_1 :zE9 2X BUCK ., cV U z 2X BUCK- \ in U LATCH & DEADBOLTDETAIL F SEE NOTE 2 p p o {L x ' © 1X BUCK`U$t e z LATCH & DEADBOLT DEWL F SEE NOTE 1 �t o e> o O% W#NG YHRESHOCD (� INSWING THRESHOLD (34 Coastd Hard+ ood sB `36 A " xtith �p stp�ebi Sf�tdwdavbslrafeFv a{ Y SEE NOTE 2 _ o a r g I SEE NOTE 1 SEE NOTE i t sUsk't7te TYP.SILL101 a TYP. SILL 1t1 --458" _ -__ --- 5.83 _.. �7� I ^ q / " _..237 tale «{ro _ q � r2 l i • q , vg ., - -i - 10 ' � \� .--.y — §L y < � F�--�-� G' SEE NOTE i � .. BUCK ANCHORING HINGEJAMB _ FRAME ANCHORING Si IKEJAMB Masonry 2X buck construction a _ s v HINGE JAMB FRAME AHCH004G S71UKE JAMB Masonry 1X buck construction HINGE DETAIL o a u 3� - t1TSWiNtx THRESHOLD "'' Ot1YSWING THRESHOLD tNSWLNG THRESHOLD i.5 (t8� JNG ��d ^ U ry o Q HINGE DETAIL NOTES: inswing o M --- - r Ong a M s TINS Composite sB Sla.d d svbs We Stcmdcad wbsbate I a a 1. Ild" Elco Concrete screws anchoring 2x buck require a nvnimum )"clearance to masonry edges, a 1-1/4" minimum embedment and a minim, 4"clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different (� j edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the rrdrifmum ,. 'f e locations "MAX. ON CENTER" edge distance to mortar joints. If Concrete wv - � ,: x a NOTES., / (KO) 1, 114 ITW concrete screws anchonn frame andlorsiilrequire a minimum 2-1/2" clearance to mason s 10j- = L g masonry dyes; a i-114" minlmunn � � __ �b•'• ( #' 11 - - - c' ; .y2" ti ^ R v u ��- o M screw noted as must be adjusted to maintain the mininwm r -� edge distance to n onion jo nts, additional Concrete screws may be rsquNed to ensure the maa4nwm on center d men�on s not �10 exceeded. w n _ embedment and a minimum 3" clearanc:e to adjacent concrete screws. Substitution of equal concrete screws from a different supplier 10 may have different edge distance and center distance r requirements. Concrete screw locations at the comers may be adjusted Po ' s o �--� ^ ro N <a a maintain the minimum edge distance to morfor joints- If Concrete screw Locations noted as MAX. ON CENTER" must be adjusted fo SEE NOTE = - \• L maintain the muumwn distance to Cartcrrito 10! i j z 6 25 OS 6125106 a T€ 25 08 6 e 2, 114" IT W concrete screws anchoring frame and/or silt require a minimum 2-1/2" clearance to masonry edges, a 1-114" minimum or, and a minimum 3 clearance to adjacent concrete screws. Substitution of Lension uai concrete screws fr 1 eel re am different supplier s � edge mortar joints, additional screws maybe required to ensure the maxmwm an center is of exceeded. �- -- 2.3b —• t I � ° m scniE N.T.S.d roc. er: JK N-T.S. r N-T _S we er JK oxu. er; Jh' may have different edge distance and center distance rsqulemsnts. Concrete screw locations at the earners may be adjFxsied to -- be mainfa rr the min mum edge distance to mortor Joints. It Concrete screw locat)oris mated as "MAX. ON CENTER must be adjusted to maintain the minimum edge distance to nwrtar joints, additional Concrete screws may be required to ensure the maximum on center 3 d g ---- - - -- 2. 3/ 16 tTW concrete screws anchoring frame and/ors E requ re a minimum 2-5$8" cfeaeanee fo masonry edges, a 1-1 /4" min rrturn embedment and a minimum 2-1/4 clearonce to adjacent concrete screws unless otherwise noted by concrete screw manufacturer- HINGE WAIL per, er; LFS mil" t WfNia THRESHOLD 9 fE 2Q" EAD SIDE %Z' SW EP ( y �, f4i OpI Solt odprst ng �J� Jar mb " ' l J--' "- k a , er LF5 cw Ile LFS' DR.wDrc ,w.: Dx:�m a W, roc too, s dimension is not exceeded- H E DETAIL FL- f 0975.1 a FL-10975.1outswing � � g FL-10975, f o Outswing o �� S o ern or } 1 sr�T J_ or-!- f snt r 10 a _ n . -- U Z � U � w m 0 W W � Q Q Z �-- Z -� W QUO-' U Z Zw Q > W w W 0 �/ 0 LL I..L � z J ( Q Z Q Q 0� W O m W Z w = W -, 00 O N M m � w O 0 � o z a- z Q C) z_ J Z U ISSUE DATE AUGUST 2008 REVISION DATE 12-30 2009 4-9 20 12 SHEET ■ PRODUCT APPROVAL MIAM10MADDE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 30 Ave Deerfield Reach, FL 33442 MIANtl-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" H Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 07-0914,04 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0928.02 141AMM*.VEC Expiration Dole: 12/16/12 Approval Date: 12/16/09 Page I of 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement; "Miami -Dade County Product Control Approved". HANSON REGALISPANISH "S" 11 ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEArR TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09-0928.02 Expiration Date; f2/16/12,-, Approval Date: 12JI 6/09 Page 4 of S ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish IS, 11 Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product AylLhcan Dimensions Sgecifications Description Hanson Regal / Spanish Length: 17 V4" High profile concrete roof tile for "S"ll Tile Width: 13 1/4" TAS 112 direct deck or battened nail -on, W'thick mortar or adhesive set applications. Trim Pieces Length: varies Accessory trim, concrete roof Width: varies TAS 112 pieces for use at hips, rakes, ridges and valley terminations. 2.2 EwDENu SuamiTTED Testes Test Identifier Test Name/Report ate IBA Consultants, Inc. 2381-252 TAS 112 09/20/07 American Test Lab of south Florida RT1006.03-09 TAS-101 10/19/09 American Test Lab of south Florida RT1006.02-09 TAS-101 10/13/09 American Test Lab of south Florida RT1006.01-06 TAS 102 10/13/09 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No,: 09-0928.02 Expiration Date: 12116/12 Approval Date: 12/16/09 Page 2 of 5 PROFILE DRAWINGS FASTENER HOLFS - OVERLOCK 13 IA" UNVERLOCK REGAL AKA SPANISH Itsil 11 HANSON REGAUSPANISH'S' 11 CONCRETE ROOF TILE END OF THis ACCEPTANCE NOA No.: 09-0928.01 CK" =00D Expiration Date: 12/16112 Approval Date, 12/16109 Page 5 of 5 4. INSTALLATION 4.1 Hanson Regal/Spanish 'S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS t 18,,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Hanson Regal/Spanish'S'll 10.4 1.4975 Table 2: Aerodynamic Multipliers - X (fe) Tile Profile 1(ft) Batten Application X (ft ) Direct Deck Application Hanson Regal/Spanish'S'll NIA 032 Table 3: Res ring Moments due to Gravity - Ma ( Ibf) Tile Profile 2":12" 311:12" 4"A 2" 5":1241 6": 12" 7"-12" or greater Hanson Regal/Spanish'S'll Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 8.94 8.85 8,70 8.52 8.30 8.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On S stems Direct Deck Direct Deck Tile Fastener Type (min 1613211 (min. 19/32" Battens Profile plywood) I plywood) I I Hanson Regal/Spanish Two (2). # 8 x 3' Screws 34.558 34.558 N Is'll Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Two Patty Adhesive Set Systems - ------ Tile Tile Application Minimum Attachment Profile Resistance Henson Regal/Spanish Tile Bond 28.137' I Dow Chemical Tile Bondi"'. Small patty of 11 g (I"w x Vh x 81) at head of tile, larger patty of 22g (4*w x 2'h x I 4'1) at nose of tile. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Pact Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Regal/Spanish Polyfoam PolyPrOT11 39.687 _2Ear " NOA No.. 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 3 of 5 0 z 0 _J _J _J _J _J LL - - _J 0 W > C) < z F- < Z- z W W _J C) 0 1 T I El El El d Z Lij U) LL1 > W W LLLLJJ (10 D 0 V) LL 0 r CK 0 0 z 2 _J 0 Z _J J a: W 0 co (D Z 0 W 00 z W W 0 0E_J o (D c-4 5. LL1 _17 = mi 0 0 0it o z a- C) K (U05 Z ) # _J ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N5 PRODUCT APPROVAL MIAMI­ MIAM1-DADE COUNTY, FLORIDA r METRO-DADE FIAGI.Eit BUILDING BUILDING CODE COMPLIANCE OFFICE (SCCO) 140 WEST F'LAGLER STREET, SUITE 1603 PRODUCT CONTROL. DIVISION MIAMI, FLORIDA 33130-156 (305) 375-2901 FAX (3M) 375-2908 NOTICE OF ACCEPTANCE (NOA) Hanson Root Tile 1340 SW 30 Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed b Miami -Dade County Product Control y t5' Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration, date stated below. The Miami -Dade County Product Control Division (In Miami ,made County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to damply with the Florida Building Code: including the High Velocity Hurricane .Zone of the Florida Building Cade. DESCRIPTION:.. Hanson Hacienda Double Roll Roof Tile .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building cede negatively affecting; the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the material.% use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any suction of this NOA shall be cause for termination and removal of NDA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building; Official. This revises NOA No. 07-0914.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.; 09-092s,0 Expiration Date: I2t16112 Approval Date:11118/09 Page l of 5 Table 4: Attachment Resistance Expressed as a Moment, Mr (ft-lbf) For Nall -On Systerns Direct Deck direct Deck Tile Fastener Type (min 161321' (min. 19132" Battens Profile PIYwned) plywood) Hanson Hacienda Two 2 . # 8 x 3" Screws 35.9 35.9 N1A Table 5: Attachment Desistance Expressed as a foment - Mf (ft-lbf) For Two PattyAdhesive Set Systems Tile Tile Application Minimum Attac Profile Resistanc Hansnri Hacienda Tile Bond 44 4 of 11 Table 6: Attachment Resistance Expressed as a Moment - Mf (1t4bf) For Single Paq Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda Polyfoam PolyPr6W 29.2 lyfoam Powrow _ 3g Z Mealurn paddy placement of 24grams of PolyProT"° AH 1f 3 Lame paddy placement of 549rams of PolyProT'" AH-160, 5. LABELING All tiles shall bear the imprint or identifiable marking, of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". HANSON HACIENDA ROOF TILE TITLE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following; 6.1.1 This Notice of Acceptance. 6.1.2 Any otherdocuments required by the Building Official arapplicable building code in order to properly evaluate the installation of this system. APPRd/Eb NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date:11/18/09 Page 4 of 5 ROOFING ASS.EIBLY 4PPROVAL Category: Roof-ing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, P do not exceed the values listed in section 4 herein. The attachment calculations Shall be done as a monicrit based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications _Description Hanson "Hacienda" Length: 17%4" Width: 13" TAS 112 Low profile, interlocking, extruded concrete roof file equipped with two nail hole and Vs" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces Length. Length. varies Accessory trim, concrete roof pieces for use varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each the profile; 2.1 EVIDENCE S>UBMITTFD Test A(;ency Test Identifier Test Name/Report Date American Test Lab of RT0922.02-09 TAS 102 09/22/09 South Florida PSI Construction HRT-054-02--02 TAS 101 09/18/09 Materials Technologies PIII Construction HRT-054-02-01 TAS 101 09/22/09 Materials Technologies IBA Consultants, Inc. 2381-249 TAS 112 09/20/07 4PPR0'�EC' NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Bate: I t/18/09 Page 2 of 5 PROFILE DRAWINGS HANsoN HACIENDA CONCRETE ROOF TILE FASTENER .ROLES OVERLOCK J UNDERLOCK 13'' END OF THIS ACCEPTANCE NOA _No..- 09-092&03 �� Expiration Date: 11/18/"IWE09 Approval Date: 11/18109 Page 5of5 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with 1:tAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30M hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4:2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Hanson Hacienda Yileight W (Ibf) Length-1(ft) 10.0 1.4375 Width-w (ft) 1.08 Table 2: Aerod namic Multi tiers - � ft Tile Profile % (ft) Batten Application X (It) Direct Deck Application Hanson Hacienda NlA 0.32 Table 3: Resioring Moments due to Grav' - M,, (ft-I Tile Profile 2":12" 3":9 2'' 1 4"A Z' I 5":12" 6":12" 7":12" or greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 7.37� 7.29 7.17 7.02 6.84 6.64 aFrsovta ; ,NOA No.. 09-0928.03 Expiration Date: 12/i6/12 Approval Date: 11/18/09 Page 3 of 5 U Z Q � U 0 0 .. J J m``0W J \ 0 9 0 W QQ Z Z J W U 0 J U) ❑ ❑ ❑ U W Z -� � W o- w W > en W of 000 F- O Z 0 v^ J ■ J J Q Z Q �N/ z CL 0 D Z W a' m 0 w z W oo z 2 W o0 U m N 0 Q � T D- w CD 0 Z G_ Z og Q C) z J Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N5m 1 PRODUCT APPROVAL cur 1 L INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRO)2UCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: 11-1209.04 December 9, 2011 Hurricane Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Pane1 MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Florida 33314 tilteco@aol.com FL RE, License No. 44167 FL E.B. License No.0006719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Global Protection Products LLC., manufacturer, based on Rule Chapter No. 9B-72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT E v ALUATION DOCUMENT (P.E.D.): Drawing No. 11-214, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 12/05/11. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact load tests were performed under '8 k 'KL'�d as per section 1609.1.2 of the Florida Building Code. Unify a t�'.' •a e7 Section 1715.5.3, per ASTM E-330. Test reports prepared by `Westin Lib of�outh 0. 441 ._,. _ % s�oN A� �;, ' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (30� * Qo$ili0 'ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 11-1209.04 2 1 PRODUCT EVALUATION REPORT NO. 11-1209.04 Florida, Report # 0814.01-01 dated 03/1.1/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm. Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 04/08/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-21.4. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. Minimum separation to glass shall be as indicated on sheets 3, 13, 14, 15, 16 and 18 of 181, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. frolilll"ry,y�,��� �- No. 44167 ; S v y#. �aNAI���,o► 3 Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-214 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). Ran A4167 1.0 "- 49S/0N AVM' U Z Q L) 0 J J .. ` / LL w 00 J 0 Ll1 � 0 � 0 Q I— Q Z 1— m W U 0 J � ❑❑❑ CU Z W o > WO w W c� w O c� n V ( Z J J Q Z W J C) W <( Z C) W m W Q WoZ O 0 CD N m _ CV I_ w =:�i 00 0 Z �o �Z �Z Q U Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N6 PRODUCT APPROVAL a F aF . e - - 5 . STORM PA?JE H f � Oh T 'i P,ODUCT 1,'ALU.A'10 J D^CUMENT ! _ D.; F1AS .._E - � aR (, ... P_ E ;C) TC EXI>t,NG ��LM N cPnCIFIC GRAVit, G = ^.5o M7N.): ACCORDANCE W, H THE 2010 F.)!TICN C•E THE FLORIDA BUILDING CODE. - i/4"4 TAPCGN ANCHORE, AS Mr`.NUFACTUREC BY 1,T.W. BUILGEX, IN(: THIS STL`kM =RIVE_ SHALT. Fi'T BF NSTA_LED AT HiO',i 'VELOCTY HURRICANE 'ZONES ;MAM DAOE / BROWARD ,.CUNHES . - #14-10 PANEL.0; E FEMALE HD AND PANELMATE PLUS .ANCHORS, AS M;.NUFAC`UZED BY LL. ' N)NS?RuCTON PRODUCTS _ _ _ _ - T Fr r _., t "x SC W PER N.D.S. ^ r r _ t 1 N_ I .: O 4 LAG RE S 'I" J A -CT ON G09 IH ABU �E McN 0 / `(' lY ND u.A..S SiiA1L JL LHMI r E DE LN 1 >: x Tr: m I .' T r Po;NT scRt'W HOLY � 5-'E(. I. ,o P IT � (, rc 'NICE BE INSTALL D NJ - ! 15 x � b A'OOD BUSHING, AS DSTR'BU EU 8 1L , R„ L'IREO BY THE h.RI„D,C'IUN WHE4E 1F51 _.i S UI "" n A WIND S EED AS _� � % . rD - S P 1 F N^ A9 - IA TI NS UNDER 20 0 F..0 AN HALL I' CTI^NA :�' F ^I^R K• - .8,. USI u ,C_ 7- '0 FOR INS LA 0 FCR A D nE U A., u J U NCT EXCEED THE MAXiMLIM (A.S. D.) OF.SIGN PRESSURE RATINGS INOIC,piEC ON SHEETS 3, 9 THRU 12, i5. 16 & 18. C.1) MihIIMUM 1'I1RL'ADEU PENETRATION INTO WOOD OF TAPCGN ,ANCHORS SHALL P,F 1 I/2" A"IG 2 FUR ELCO PANEL!AA.TE PLUS IN ORDER TO VERIFY 'TiE ABOVE CONDITION, UITI A;L_ LESIGN WIND LOAD5 DETERMINED PER .ASCE 7-10 AND PANELMATE FEMALE ID. - y T N I 1 N' IE Y 0 6 IN ORDER TO FIRS R U" " T D A.5 D. D SIG. W'I"JD LOADS B`( A UL I 6 1EM B halt BF. ED ..EL 5 - ' r• -'J � 41 T F C H 1' FF.,M' "NET .vH BE - :/2'. NU hftEAOE(7 G2` MINMUM THHEAU D PIN'00 I.3N 0 LCO SCREW INS T E YJ(JO C. L L '' � C^ S f 2 1T ar A: s IEtI THRU 1- ., G & 18 T !;+ 'w AX U IG t Pr,EaURE R . IhIC t b tU U .. , , 9 " MF'AF4L ESE M n.S.0 - 70 u0 / J G H T n 111..FD THREAD E Y-hlETRATION. P'N TRAY ION NT 1i!C :p S ALL. BE CO:S:DE^nEU AS PN2 CF -Ht' "Eq p D _ E E L / .0 - - GT - F„ A S" A 3 T'CR _ N A 'W'. - LC R' 'N TH - rl S TF.. ED r� R NOT C`JEri SP.TES_eD. 33 < EASE I L�U A13 IN OrcUCR IU tl.Ri.. THAT AfiCHO .S u S F.E... V c C c R A GIN' TO WOOD HAS N DETERMINED IN �: 'r •. F'' � N H _-TRESS TOR WND :,CADS WA.S py1- w..0 :N .HET Id4, Y51.... FAS`ENEP.S SPA U BEE. C.3) MIMIAJM EGG;. _.S Alf.0 Or LAO SCR�Y,S, INTO WOOD SHALL BE Ao h DlCATED IN I IS Dft4iV!NG AC CORDANCE WITH NA_S. 2005, , a , T E / " i H I. - •I I H-N w` e ROWS ABED 5 ALA _E 1 ! '2 LONG M N.M JM - C.4 MINIMUM PEfJ=f Al'.LN "'I WOOD r..5 G SH L BE 1.8. 1 2U nG n Uhl R N iT'" 5 I^ 1' U AL / / : N :t - R-. ISTAN' HAS BEtN VERFFI-U ACLC DA CE W H ..EC,T UN 1609. .2 ) PA A i'A Y F.,R IMPACT A D W Nu CS _ UE E eTORM NCL S E'] , C c Xi T AND i `d(NI ( M P R WITFI NG �TUC.C6 - SP OULD S7UCt D E M U J WALL REPO 14 1-01 N A'- PER AM Rir V,B OF SOUTH FLORIDA RTS 08 0 A D ' 9BCAJc M N ^.•NFD COGc L E „AN TEST OF THE N J�02 - - 5 'R 1 -99 ?I ASTM E 330-02 STANDARCS. 19.02-09 A P SS7U 2 - A 1 P r r- Et "t C' _,0 '5 � I-CJUND UN IRE tX STING = THAI P SST 4T LIVE R PRE AST CONLRE7� PANEL ST�CC. �R WO/D ARD SE i 0.5 IN Ail cEC .S C C E a - a "r ` Y .4 J� 1 'F N "'I: '- rJ Fs'S TW RWISF NOTED . SEE oHEET 2 ", N i r 2. ALL ALUMINUty. Ed,n�SJN� f0 BE 6Q63-T6 AL.L.O PD LA E (U L_ 0 E ) WALL ANCHORS SNAl1 BE LONG ENOUGH 1C REACH THE MAIN S7RUCT„RE _EHI.p SOLI fiPJEtS. ANCHORAGE SHALL. BC AS MENTIONED ,N CA), C.2) & C.4) 3. ALL ALUMINUM SHEE( METAL USED AT 1,C)SLIRES SHALL HAVE 3105-Hi4 ALLOY. ' CFCA 10 F _ ANCHOR'S MANUFACTURER, RS SHALL B 1 I.OLLOWI G ALL vF TH RECOMMENDATWNS AND SPE II T P!S D THE O ANCHO . E NSTALLED N E 4. ALL S7EF,,. SHE METAL AN"I� S.'-ALL HOVE STRLiCTURAL UUAUTY STEEL, ASTM A 653 GRADE 80 MINIMUM, G-6O GAL`iANIZED STEEL DESIGNATION W�/FY= 92.2 ksi (AFTER ROLLED). B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION ' TH.R000H 6 (SH'ECTS 4 THROUGH 5) EXCEPT -FIAT HEADERS p & (D SHALL. NOT Bt USED. 5. ALL SCR_=WS TO Bc STAINLESS 5TEEI 304 GR 316 AIS, SERIES OR CORROSION RESISTANT COAIEU (CARBON STEEL AS PER - - _T- T F WH E' " "H - n Y W F' OR 0 "U IPJG C DE I! `F Ti � C 7 V RIFT THE SOUNDNESS OF THE o nUC UR. 5. ERc S U'f-ER IS TO BE .,HAND 90 -, T'N-'ICE STRtNGT' &SHALT.. COMPL � I A u ILO 0 9. IT SHA.I. BE THE RESFONSIBIL 7 U l C OMT2?CTGR 0 E W 0 ksi YIELD $TRENrT k.+ L / DIN S SEC.TiON 241 i.3.3.4. ATTACHED 1'O INSURE PROPER ANCFORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WpOD FRAME ION 2 D UILDINGS. ' IT i 3' k ' NIM 1 YIEI D V Ni R N'1 3U4 °.; EIS STAINLESS STEEL W f 8 sr MI l M ' A5TM A-307 Gal.. A ZED STEEL, 0. S E E , 6. B S TO BE _ i _ T a C 4 .5 6 AND A TORNATNES IW 3W & 4W GN H R��GULAR TORM FMJEL WI H LENGTHS OVER 90 AS PLR 3E TICPlS 1 2 STRENGTH. iD. EAC L S RE SHEETS 4, S, 6 & 7 REcPECTIVELY; SHALL HAVE A LEG,BLE AND READILY VISIBLE MARKING IN57Rl1CTINC OWNER OR TENANT TO /. ANCHORS TO WALL. SI-V-L BE AS FOLLOWS: SECURE PANELS WITH APLICABLE REINFORCEMENT DURING PERIODS OF HURRCANE WARNING. f 1 NT. T W! H i "R C,CMPONE T '=GEES 'WI11 _t REMAIN !N CONTINUOUS CO AC. T 1. H INSTAL. AT!GN CCt¢TRAL7UR 6 TO SEAL CAULK ALL SHUTTc N _ S 1 E l EX! TING POURED A �421�BESim: () 'RAI '4' W! ' 1 J IH BUILDING TO PRc cNT ND N N7P.US ON. - - 1/4"tl TAPCGN ANCHORS AS MANUI-AClUKCO BY IT.W BUI. CE.X, IriC. (Mn 1'c =3192 p.e.l.) E / 1/ 4" e a 7/8" CALK -IN ANCHORS, PS MA:NUFALITURFD BY POWERS FASILNLP.S INC. 12. STORM PANEL iNSTALLA110N SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS _ t - W O.T SPECIALTY CO. - 1/4"m x 3l4` SOLID-SEI ANCHC R� AS DISTR'BIITFD BY ALL POINT SERE B.l & PROVIDED BY TI1E JURISDIC.TiOrJ WHERE. PERMfF t5 APPLIED T0. (Min. Pc=3000 P•s.i.) - #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSI'RUCT:ON PRODUCTS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D-) PREPARED BY THIS -ENGINEER IS GEIgFRIC AND DOES NOT PROVIDE INFORMATION _ t' _ R IN". W - A FR M TH P.A.D. A MANUFACTUF cD BY ROWERS FASTENE S � FOR A SITE SPECiRC PRO.; CT' 'e. H,.RE TtiE SITE CONDITIONS DEVI 7E G E 1 4"o ZAMAC NAILIN ANCHORS S E r r c - L R JC. f . � +^ a. ^' = "� ^" � - T- T N U RASE AND INSTALLATION IN.,L UCIR., LLFE SNLIY UI HJS P. 90(.. A.1) MINIMUM Fh:BEDMENT Or TAPCGN AM:HORS INTO .CURED CvNCRT 14 SFIALL BE 1 3/4 , t FOR f...CC PANELMATE (t) CONTRACTOR TO BE RE_PONa1BLC FUR HL S_LEC 10 P RC AND 1 3/4" "FOR ZAMAC NAILIN ANCHORS. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AI' SITE IS THE CONTRACTOR'S RF.SPONSIBIUP'. A.2) CALK -IN & SOLID -SET ANCHORS SHALL. BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO IF ' - TH PR (JOT NA U 10 ' M NT W; B ,ONS!UERED INVA1 iD .r MODIrIEU. c IS OD _ L AT N CDC.. E LL C STlKCO SHALL BE PERMI77ED. 1/4' 0-20 SCREWS USED SHALL. BE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST. ( ) AND 1' MINMUM FOR WALLS WITH NO STUCCO, AND MAY 8E •LEADED SCREWS OR ALL THREADED SCREWS W/0 (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED FNGINc'ER OR ARCHITECT WHICH WILL 'BECOME THE HEAD, BLr WITH WING NlifS. ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSBLE FOR THE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON 'IRE PRUPEh' USE OF IRE P.E D, ENGINEER OF RECORD, ACTING A5 A pELEGATEO ENGINEER TO THE P,E.D. ENGINEER, SHALL. SUBMIT TG THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGF SHALL. BE .AS MENTIONED IN Ai) AND iN A.2). THI`" F'.E.D. SHAL R THE DATE AND ORIGINAL SEAL AND SIGNATURE 0= THE PROFESSIONAL (e) � L BEA FNGINFFR OF RECORD THAI PhEPAI2,_D HT. (a) jjyFXISTN•_�NC.fiFTE BLOCK WALL AST"M C-9n: 1/4" C TAPCGN ANCHORS AS MANUFACTURED RY L T. Pl BUILUEX, SNC. 14, SHU'TTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISSIF LOCATION AT STORM - 1/4" 6 x 7/8" CA!LH-IN ,ANCHORS, AS F.4ANIIFACTURED BY COWERS FASTENERS +NC. PANEL. SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4"0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBIUTED BY ALL POINT SCREW, BOLT & SPEC-ALTY CU SHALL BE PLACED FOR EVERY OPENING. IABELING TO COMPLY WITH SECTION 1715.8.2 OF THE - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCC CONSTRUCTION FLORIDA BUILDING CODE. _ iP140DaC AG NAILIN AnjCfiORi, AS MANUFACTURED BY ,O,VFRS FAS•FNFRS. 'NC. ,1j11/Q1'P/'Tll,'•= J ,. r -- r• 7 r '" NAi' iN ANC!!Ot? INT' THE CONCRETE Y� \�"�\ '• , "' FLORIDA BUILDING CODE (Non Hi h Velocity Hurricane Zane B.1) MINIMUM E. d'OMEFJ OF TAP N ANCHORS, LLCCI F'AW LMAT.S AN, A.,TA� L O Q" ; RI.00K NT SHALL BE 1 1/4". �! `. x AI a`2G 11 RL"�o' ""r 24 GAGE GALVANIZED STEEL STORM PANEL RAWN B. t".2 Z OF:AWN 9Y: L Y n.11- 82) CALK -IN & SOLID- SET ANCHORS SHALL aL LML+EDCED 7/8" INTO THE CONCRETE BLOCK ,;NIT. t0 'MBECMENT Z '* - 1 * i-' ---- ---•'- INTO STUCCO SHALL BE PERM;TTEO. 1/4" w-20 SCREWS !SFO SHALL BE 1 t/2" LONG MINNUM SHOULD STUCCO % * S-- -' k -_--C '�� V 12/as/11 '(.�� �-I � GLOBAL PROTECTION PRODUCTS, LLC. a" `STA _ •XI'T AND i" MINIMUM FGR .,ALL'- W=L; NO STU„C... S • 4 11 I L � C� I N c. '� a{'i *COG S,W. 51 STREET • a 1 w _+ '•, ,<' p Y` ." =T TJLLIT TESTING 1r ENGJNEERiNG CGNPANY �'"'x: F' ='+ n - 1 pia x :"a rs `- as s]E] t 1-2t 4 '_ - '( '^ ' D N. '95: . ,• 68S . _ 3. AX. , TT exA. A Y<..x1S rwCax eazrx PnGNE: ?ACHES Sl ,, IN TR CTU C+ 130AROS BE FOUND vN F,L - 4 J B.3) IN ...,..E TH,*--.T PRECAST STOh+t. C _ 1p �O 4 � '"s• r• A' - 1 .wa fJAej yz:_;,g(a T r (ox+1 eT: f•J1 :• r•[C ^n F:x�vAST C0i;H ORrx.NC Na: c H T 5. N �'N2UCT-R RFHINO SUCH PANEL kAl U E S :�-. II_. cX';S TING WALL aNCFIORS _hA�_ BE LUPJG E'.CI1„H Ti REAL HE .. _ . ¢-Eli- XU719 _ � L J 1 .,... a x. aM��, a... 1 r. ao-sy +uavrr m , N "H' `"AGE K'iHAL1. BE AS M_ a I,G4JEU VJ 0.%1 ANC IN 8.2'. d0 tw+.tliR A IJLLJr « PF _ _ SHEET , Of ,8 INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES LmS NQ FOURE LO L'.'EiE .-EXISTIJ F''GU'.a U CONCRETE, aR INCRETE BLOCK OR CON RETE BLOCK REQU RED. „I,/ REOJ RED. T- 'ONCRETE ANCHORS. CON CRE C A CH R" •i-. O I SEE N ... SEE SCHED,IL _N / / ..,E 5CHELULE 0 \ /,/ SHEETS 9 THROUGH 10i \ n!. SHEE15 9 THROUGH 10 / -,0 EXISTING POURED / ) GONCREI£ OR / r 2 % 2 N Z CO CRETE SLO 1 — I REOURED. 7 .. ,2 MAX_ ✓/ MAX. ____. _ ON''RE'E ANCHORS ,; / I /� i I -SEE SCHEDULE ON r p /. >f I O. j I I SHEETS 9 THROUGH 10) , f I r//� % I I EO / v -/ 1 I I / %/!r/ / �(//' 1 % ': / %. /�,rf' j/ I ...E %r� >�,, , 1 I- 1 1 i L-- , ...1.1.E-1_ 1 44-20.1" IE-._„ _ __I_ _.. 1/a"--20.,- I I � - fD v i MIn. 1"' S.S 8f1lTe W/l'y !, (F�-�q(n - -1 S BOLTS A I /, I EPARATIOIJ `T- -1 -AT E'A atx/w II SEPARATION ,1„ _ EA ITAc .w I--- TO GLASS. --. ,� ' I I (USE H PANG. 1 1 TO GLASS. � I (t , � ` j / `- IEM9H J.ER T-6'3 I I L' EXISTING -I (SEE SCHEDULE I -1._. _.-. -. "L' MO, II ,SEE SCHEDULE I _ _. _._____ -w ,LASS I ON SHEET 3 1 1 I PANE, LENGTH 9 ON SHEET 3 I I 'SEE SCHECULE Ilk, SEP I i 1 i I ON SHEET 3) 11 I ': PANEL FIENGTH I TO GL L__- t ._ IL. _ J _._.. l SFE SCI ANCFIUR I NCRETE ___.. _ _ _. ,__ .__._ _.-_ _.. I S H U F CO ._ .... _ .__: EE SL ED t.. tt , I ., § .. ON SHI � t I � 1 i Y THEE SCHEDULE ON 1 I I ' ON .T , V "REF 3 1 ., II I SHEETS 9 THROtJGII 1t I I" 1 ( II I UQ% Ex!Sntj� i I _ /1/ i f : I 'r "L" GLASS II , ...._O ':.. cX15TING.-1 1, I / r;ii. ! { MAX. I 1 5 % . GLASS I I i 4"4-20.1' // j ,. i OF L" E p ,` f- 13 ); - rEm BaLTs / � / ": I MAX. I l/ W�O 6 1/4' OC //' ////�.. I I //� -- E.D j I " I �D �' EXISTING - UREU i !,„� 1 / L __. / I 1 a"xT" ntx wa9HER HEaG CONCRETE OR - "f�'. 12 1/2 G.C. CONCRETE BLOCK I CONCRETE ANCHORS jl I.x " BunAEx TEK saREw OR s= (SEE SCHEDU,.E ON '�I• -;,/ zi �.-.. . - ,,L...1 .-{( -- I/4'-20x 1" S.S. M.S. W/ NUT REQUIRED. _.. -''•,: ; L ,1 12 1/Y O.e, ; ,//.: .. _ I ...................t SHEETS 9 THROUGH 10) M!n. /': I nLfERNATL Fy/ i --LEG LOCATION '. / T., ' / - 4 0 ALTERNATE CONCR7 EXISTING POURED CONCFtTE ' CONCRETE ANCHORS�I ANCHORS GR CONCRETE BLOCK REQUIRED. STAGGERED W/ STUD SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10 SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING WALL MOUNTING SECTION 1 SECTION 2 SCALE 3/8-/` SCALE 3/8=1- A. � . ,N(FGR COMBINATION OF SECTION.,. {`,,,,iµ;: 42}j,Z � " E D. EDGE DISTANCE TIC- _"..... _.._. .. r '- T Tk .SL HE_ULE _'V r E SC ^A i,-'� -TOM MOUNTINGS u N BE J AE 3 = 1} _ _ _ , S7' OF SHEETS 9 & iD %OF.IBINFD IN ANY 'WAY 10 SUI ANY � / AL' ' ) f I •, 3 INSTAL !CATION, e d '• FoR IK ; ` k,L",;o .[EF:L/s7GNd` .II. 3 • B TS S 6 HEX E^O JL W 15 0 6 t 4- O.O. -b -1/ _ 1 ___ 1 I I I I I I I ! I I V 1 I I I 1 'L Mox. I PANEL LENGTH ( SEE SCHEQULE CN SHEET 3 I I I I 1 I I I I 1 I I I I EXISTING POURED I __ _, -.1 CONCRETE OR CONCRETE BLOCK REQUIRED. WALL MOUNTING / DIRECT MOUNT SECTION 3 SCALE 3/8=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone e20;, 1x7tao, INC. 24 GAGE GALVANIZED STEEL STORM PANEL RS./`''C' DRAWN BY: 12/05/11 [ //►► //�,� L E C O GLOBAL PROTECTION PRODUCTS, LLC. GALE: i - C. N a8G0 S.W. 5`. STREET 1 1 -214 _—� Lf7 TESTRG ENGINEERING COL4PANY P 33314 . J.W R, !I al`. ,-a C DIIII n. J,I6B W a-, raw rn.; ,veer 11,-"" EE-0006719 89-7 PHONE. (9`v4 )689-]`AS, AX. (H5418B9 8]sl CRA'W:¢!G No: oert " - _ ' I" _ _ - _ SHEET 9 OF IB OII1,.'�E6X A IYLUAr JF, PE. n ne ... ..Ir INSTALL,ATiON DETAILS FOR REGULAR PANEL (;i INTO WOOD T-- ! ALTERNATE LEG d"x8" ("Air:.) EXISTING WOOD _ SEAM REQUIRED. STRUCTURAL / : �' _ ADEQUACY 0 XSTIIG WOOD BEAM TO BE CFRgf;FO BY EQ_.y:,_ 0 I "'S' R "NGIN n Olt ARCHITE cD t CZ ARCH!'TEL"T PRIOR TO SFAlI IE4 N TION. SIRE A HOOD ANCd!ORS ' SEF SCHEDULL ON SHEEP 111 -E^ "C 1 MAX. i EXISTING i $ { --`I _.,'M1 _. --.I----- ---L GLASS I I I I Mrn. ISFPARAT:ON TO I 1 - d GIASS (SEE I I I SCHEDULE L 1/a"m-2Ox1- S S. BOLTS W i SON SHEET 3 ,1 - - - A FA . i..... . i.-. R PANE - - - IV3' F(k9 fPIQ 4 r i , 'L91L-FH O4eR 7'-6" i I "L " MAx. 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AL.TE NATE WOOD AN R t, 'SEE SCHEDULE ON SHEET it) WOOD HEADI RFQNRED WOOD ANCHORS F S_E SCHEOULc SitFEi ll _ ) 2"x4" WOOD REQUIRED I Mln .1-1-AIIUN IU BIRD]. r-' E SCHEDU ON SHEET : ( LE A t._.__- EXISTINNG GLASS BUILD -OUT MOUNTING ALTF„�NATIVE 4W SCALE 3/8=1° ! Hex WISER O4U,D BLLO TEK SCREW OR -20.1 5 S .s W/ Not 12 t 2' UC. I -'<0.1' IG-X HF. BOLTS O a 1/4. O.C. , 4"m- 1/ 2P 1' _" MAX- 5 S. BULLS W , A NC P NEL LE ,TH AT A O RAP (tf� FMi I>AAEL SEE UHEOULE LENGnt av4 Y-d) ON StiEET 3) - % a� e /�'\ OF "L" `% MI . I/4'm-20.1` . S,S HEX HEAD e0LT5. �14 W O 6 1/4" OA. J WOOD ANCHORS (SEE SCHEDULE DN SHEET it) A. iiL ''. FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane • ""' l{2EN$�'''.,'Q �t d20i1 Tit l'i'CO JNC 2d GAGE GALVANIZED STEEL STORM PANEL a.E. n G. N"m BY 4A1i}T --• -•- lo_._._ _.. _.. _. i�T`LTc O G B L PROTECTION PRODUCTS LLC. LO A DAL : � INC. +eon S.W. SJ STREET 1 ''A•,�' �j ' - : (r � TJSLJ7 TESTING & ENGINEERING COMPANY CAIX, FL, 111:4 1 t - Z t 4 S rrYlGD : LL1 1% a1s. Nr.., n,. sru.wx "mau W9xR5.I J_,Se — : f-) e71- , - : P.) 121-Il9, EB-OWS719 Y.'AL TER A. 771or ",.,, PE F•NONL. (954i689 7545, FAX: (95x)589-97s7 ORnW'NG Na: �. ,�t1'-` ... 4 a QUIT" >N, _ _ SHEET ] Oi ,e C4 IPONENTS FOR REGULAR, LIFE SAFETY & E—Z HANG STORM PANEL SY. TEMS (SCALE 1/2=1") -,.__,�._._ _.___.__.._ _.___--.__-._.__.._ 15.125` (IOTA, NOTH)------- 2. c Fc� _.... .. .._, ._ _-- t _F ..i. e -- 193" 2,-OO" F_F Tiv' 1YlDtH1. 1%a'c Ox3/a 'I 1„_ 2 ! SS s1UD RVETED } :5C" i ;.L RODE ._.6 4 TY; .' r r"- / 'IJ NLLE O / i.. - 1 S V' i \ - OP O t2 1 2" O.G. /' ''"-1.350"� �.1 3,5D"......, t i50 . ,: i.25D" 100" 189--• .,^'- C86". !/ I- k-'r.,,,00 ,S:y (MAY' BE REVERSED} 1.-0o": , 1 sl i I \ , - - - _ T-T - - I I - i saG" %1 f `25G" , cb8' 088" i - t 3 5 i .D 4' MIN. 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I - .5t5" 1 0.270- a?NEC - y GALVANIZED STEEL - �-# I ti` r C __ t .733" a, 7.., _ 2 U �" fl.25D" 200" m,825" , 0.375" ... 4t 0.260"D NEMME i ) TR V D SOM IC IEW ETA1 I'14 R L A i" , L--- "1 ROUNDED CORNER 6' N F ••v E DS 0 PPNEL'S -tlD,' D• 4 278 1, U7" -" - J/� ¢.625" ._,.._.--2597"----- END LIP Wf HEMMED EDGE.-^��`%��}I (' .T. --'--- - ......� ,. 8:.,7D..1 PANFL , 1 .5 fir".—_2.250"---", (N S) 1_.a-- - _..720G I ) -I— i 33" i - _ "F .95T ...-I ._ 50 M�Fr..095' ea t 1_ _��.fi25":7 .125" I i-2.378""--"------"•f .375' + 1 ,YP. 901TOM n�j ��, I--' i I- \_ .._EDGE OF PANEL '�'m�^•= 2.500 09," 5 KEY HOLE WASHER 6 KEY HO E A 3.7s0" a A_ � 3105 `d'-h T P�NEL .75 , ... 072 " 3105-RASA ALUM. ALLOY 3105-RASA ALUM. ALLOY � r I 2.124" l 1.250` 375" -057° _ ' " I {TYP.) , ? _ TYP. -' .750" R W-j . ( ) i i L SO:'... . _ . .__.�-_�;._� 2.000°-.a 2.000" 2,548" ___-; ,i25' 2,C)O". R.-Ua= (TYP ) ' REY. M HEADER �8 U HEADER � SLEEVE 2 1 /8 I TYP.) MAX. LENGTH '-- -- I" MIN. T E MAx:. -----' r I ----2.000"--1 -, _1 3.o T__ 'f 0 ANGLE 11 "J" TRACK 12 PANEL HANGER _..._. 374 384, _ , -, ,420o (1 _1 /4°' WAD - '- - -- -- _ (USE ONLY FOR E-Z HANG STORM PANE'-_ 3t"' .'S6" __ -- �0 .47G" ._�,275" 9N '/1,11//R Ar�Tf"'+a, SYSTEM) 606.3...T6 N_UM. ALLOY d ,.. 4/ s?1" 2DiI F- + .66Q' 2�oa..._. _ ,4 QX",,.••• ••.-t/, FLORIDA BUILDING CODE (Non H1 h Velocity Hurricane Zone 1.OLIO I ' l ,al -. A P ,123.E '. 2J,, MdN, k o2011 rR DECO, INC. A£./A. G. x .DEB" 1,z01"I y L a I� p 24 GAGE GALVANIZED STEEL STtlRM PANEL ...... (TYP.) I I_ - ' .G50 . _ :, ' '4 , N(L 441.6 - -. LwwN eY: I I .100 I .. 0 203 31 - 2�0J0 0 i I / I L MIN. _ _ �') L GLOBAL PROTECTION PRODUCTS, LLC. E: ': -0 .ML C t C . .204" ;'VIA"D,F Stk 4� F&iC S.W. 5) SLNEE! °' / ALF lx TRLIr TESTING & ENGINEERING COMPANY DAVI`- F_, 339+4 1( • 1 _ /y !, /� - t 214 o O `•.• P,= V j ff]5.5 MV: SGM. ; i Sh NQ Y- .4AGC16, Ft Alab Ah-'lr.; (9�9)G6A-J545, FAX: (354j6L5-8]97 13 6UiLD-OUT "F" 14 pUILD-OUT "F" TRACK 15 WASHERED WINGNUT - OR10,,. ti: H,f,,,, e .r, ,LeJ Br_,,,, OR4;WNU Na T' f ,OO ,O;I vR TRACK ANGLE (ZAMAC 3 ALLOY} ' t ,�` rpp�M1 µA, 72 A. Tp, J p,f; v sin - /41- -, lI _ , , - - _ SHEET 2 Of 78 INSTALLATION DEJAILS FOR REGULAR PANEL c 1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERN7 E CONCRETE ANCHOR LOCATION CONCRE`c`. ANCHORS _ (SEC SCHEDULE ON STI N , P LPI - LNL dETe. :t n r.l, DR NC C LU C (SEE .,JNCDULL LN ''• EXf TONG POUIfLL ONCRE� SILEE7S 9 THR-ION 10) JR COtJCRFTE BLOCK c OR CONCR T 5 OCK SHF.E75 9 'FfiRGUL,.H t0i'•. E - L tiF"OU3RED. ri T:''":- REQUIRED. ____ ( ✓ ,.�- y„-ALTERNATE LEG EXISTING POURED ED /4 f+ -. LOCATION CONCRETE ANCHORS }'i /,J. j (SEE SCHEDULE ON "' CONCRETE REQUIRED 1 ;,y_/ %,y i ,/5%4 SHEETS 9 THROUGH 3 �_ . ,.:,. , /., MIA. - I r ,'�. r>/ . 4x .. /...� t 1 .tEX WASHER ' __ HFJ•0 ' � -r / a--L--ev-, .,� I / ✓1, �� r-A I 2" � /, �j,' .../ % nW Bt,iLDEx TEx SCEd'w OR / �,:,?,%(�%'i�. ��.Ta%/ /�.,.,�, t MAX, , ,// �I ., . t/a'-2axt° S.S. M.S. w Nu! %/,'�. 11 MAx. CQNCRE-iE ANCHORo I I I l ®t2 71Y o.c. J //>f :; II i _ -. _. ....-I (SEE SCHEDULE ON -.._- '� t/y _ i ��%!' ' SHEETS 9 THROUGH 10` --? -" ": - E.D. ''11 11 1 L a r eoxt / / /�, II �fj�) I 1 1 E-i I f 1 _ ss HEX ,/ sous f` Jig: EXIST!N^ / I c Ass v'ii i E D. �/ I / ,; /� / ; / /�i/ r' Max. II I 11�1 I PANEL LENGTH II I 1/4'm-2oxl" /% ''/ 1�/ ©-. I (D I SEPARAP.ON I - 1 (SEE SCHEDULE 9s. BOLS w,{t ,,;,, /��j I i I ON SHEET 3 i /.-•/• i0 GLASS, s.__l� /. 1L_ _ AT FA a.F - a--- I t EE PWE I MIT, SEPP.RATIONTO 0 A55. fa"m oa" I (SEE SCHEDULE I fa"m 2Gx1 I II I LEex:n, G>rx,4 ri ,.. I '/' BOLTS k i 1 ON SHEET 3 s.5 BOLTS W� - __. _--__ L Mcx. --f (SEE SCHEDULE ON AI ,a, I Ar rA a+EWAv II .. f- L __.._.-_ I �.... II I } PANEL LENGTH L_-= SHEET 3 .� _..,:_ (USE FaR norm. °L' Mox. r"` _-. ,F _.. (use Fax PANEL -`i' - /T- itTGtH IXSR Y-8"I I U.TXiM OJFR T-6' I 'SEE SCHcDULE 7 PANEL LENGTH �I A... ..�.---- __L_ ( 1 , R- = ON SFIEET 3) I ! (SEE SCHEDULE _. Min. _ ,__.__._..,__..__. - EX!S(1 .__..__ 11 EXIST;' I NG._I I I r I NG. ON SKEET 3 SE PARATIU.J GIASS II GL.AS I I S I { - 70 GLA55. - I I Ill 111.....E I ....___.__: __--__-^IEEE"_ - t -' fl{SEE SCHEDULE 1 50% V- �.�� __... 1 507. 1 � 1 � '' B ON SHEET 3 1 OF "L" // %/, OF "L` /I / I /'� j / `// _... MAX. /'y I ..._0, 1 MAx. Vl II i J_...-.__ /j, I '`�%/,�.; 2 1/8 I 502 11 .t ' I a 12 1/2' O.C. i E.D. �� I - - _.. I - i� MAx. I OF X I II , __ �/ 1 2- ___. ___. / / i II A1AX. _. - - __,. __ I I I II -- _� ` Ili/4"m-20,1" _-- - I -- SS. eE NEC BOLTS _-_ A'} ___ II / /,r w2`L9' O 6 1/4" OX. l/ N CONCRETE ANCHORS i/ - CONCRETE ANCHORS I EXISTlNC POURED? ^"'\` `�,•`., (SEE SCHEDULE ON ,/ j i..-- (5EE SCHEDULE ON : 1r. SHE 9 THR UGH 10 9 THR H tU L. CONCRETt �; \ \�„ \; \\\.C`<<, EDGE OF WALL pR SIAB ET$ 0 ),� .,� SHEETS WG ) 2 1/8" MAX. ALUMi1lUM „1, /`/ s RE IREO \ _. -0 IX \ \ i \..,: (ACT. COND TION).;j� SPACERS ®G IJ4' O.C. ' 13f4 i ! \�," �'N''` \,�'� ��; _,..EXISTING POURED CONCRCIE /"i OR CONCRETE BLOCK 'XISTN.G POURED CONCRETE J CONCRETE ANCHORS \;;,,, f, I/ REQUIRED. / OR CONCRETE BLOCK (SEE SCHEDULE ON I _E D / R IR D. ECU E SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING WALL MOUNTING /Dl EI3 CT MOUNT WZSPACER SECTION 6 SECTION 4 SCALE 3/8-1" SECTION 5 SCALE 3/8=1" SCALE 3/8-1" ,TIIIIIt� . A ..,.-11:I I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ,.� �C'., razor, 1n EGo: ,Nc 24 GAGE GALVANIZED STEEL STORM PANEL RE✓'.GL •"••�""T°^"' - N\ i .. 4 DRAWN BY: r 1� t E.D. =EDGE DISTANCE NOTE FC—k,Q98iy(3j{ON DF SECTIONS: * ; f4Q-__4xI1 - :e_ -__„ ��,I,,.,. 1z/os/11 AL PROTECTION P ODUCTS LLC, 2 GLOB R .S : "'� i , DATE: (C i C. - 't .. GN i ITTE c Q IN LEE SC tED =t T' `T M UNT!NGS CAN BE 462X) s.w. St >TREET OP & 901 G MO �O SHEETS 9 & iO) COMBINED Itd ANY WAY TO SUIT ANY p >, ,� ,, nulr MA FIO &ENGINEERING COMPANY G c L 4 11 -214 " _{ ,(` (� ,, 6}95 NW XA St. Ye - A- m M) IT, F :J11e PHONE: (954)889-7545, rAX: (954)65S-b79] NSTA V�TIorJ. :O ( P: mu9F,_,uR a :,xs,, -ram: 1 T EB-00 6713 ORAW:NO Ma. Ai_ .,`' WAy7CR A !iLtfI ae.,F _ _ ` _ - SHEET 5 Or I8 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES, VALID FOR REGULAR, LIFE SAFETY , & E—Z HANG STORM PANEL (1� SYSTEMS ` - u 1 1`�� \" A_.- ._ fl _ 3 (4 -Fe JRED COO CRETE. 11 OR .-,� . , 1}' VARIES A ` w 4 & O „ONCRER HOCK OP. x x4" woaD FRrWE k IR EOU ED 7" x 3` x .093" 3)U5 H-S4 0 ! %. 8D63-T6 ALLOY CENT. ALUM /'i / 5" 1.4 x. A r r a" s a" ./ Y a x 3 A C IM E / 1 ,APCON O !2 ' O.C. -.'.. AC,)\ i- M .. •; /%= I POURED CONCRETE. CONCRETE..... B'_OCK CR 2%4- 'HOOD FRAME I REDU�REu POURED CONCRUT I 1 1/4"m CONCRETE BLOCK 01? ANCHOR I �" x 1 3/4' TAPCON I 2 1 J2 :.. O 12" D,C. - -` I 1 � ' O ._..._�L Ofil Ci 2"x4" WOOG rRAME \ Al H; --,'. `� \ HALF PANEL _ REQUIRED \;`� CUi PM:f�' 1 1 f4"d x i 3J / '7APCON ANCHOR ... `...: ......_t I A - -- 1 / %• llin -� I J O 72" O.C. I 2" x 2" x a55` TO ,ALTERNATE is.G LOCATION ' ' 1 1 / \/ % i VARIES n Max : I 2,, go L <138 z 055E Co . ALUM "ANGLE OR L(,,'' �' —1 2" Y 4" X 1'+5• Max. A i6 - ffi :- m ® -1 ( - TRACK .680E 3105-4154 SHEET METAL ALUM. BENT PLATE 1 POURED CONCRETE. CONCRETE 13LOCK OR 2"x4" WOOD FRAME ---- �/ i 31 Q5-H14 OFi Y•--.-. 2 1 2 -T Y J ` 6063 6 M l .% ) / Min. CONT. ALUM. MJGLE _ / ,/ (TYP.) - 1 A - 2 1 A Maz. _ .. 1 � '� 1 /4"- Man. G, P �� REQUIRED ,�i , s ..p as c 1 4` a BOLT. I 7^ 1" x 4' k .0 2 3105�-H14 OR 6063-T6 ALLOY @' 17' O.G.���� Cant. Alum ANG E W/IACHNUT L CASE A (PLAN) CASE B (PLANT CASE C (PLAN) CASE D (PLAN) SCALE 1/4"=1" SCN.E i/4"=i" - SCALE t/4"-1" SCALE / 4"-1- GUD-SET AN CALK -IN \ v AR LCO PANELMATE \ 1 II D E x" POURED CONCRETE EXISTING TR3M AT •iTMALE tp AND I.SX �� POURED CONCRETE. A--_ __-_II--....-. OR oGRNLmTE WOQUK '.1"TOP, BOTTOM OR )PANELMATE f'LU5 (SEE ,( A SIDES OF OPE€JING' ( SCHEDULE ON SHEETS 9, CONCRETE BLOCK'DTS VARIES (MIN. PANEI ' , 8' -II I C4� FRAME REQUIRED AS APPLICABLE IO & 11) OYER(AP cEYflND "` 2"x4" WOOD FRAME 0?ENING METH) _POURED CONCRETE, CONCRETE Ri:OUIHED , 11 & \ \ \�\` \N.,-`'\�\ \\ - 1 \. \1 �11 I "'l'! BLOCK OR 2"x4' 'W'OOD FRAME A 1 \` j' REQUIRED 11� \ .'\, I II S � s/4" Max. \ \\ \, I A N----- 1- '�-- -- ' ;�/7 �•1� {/)BENT WJ ANCHORED FRONT & __...._.) i VARIES A L� • lJ Oft® `./ �'RF.AR eLA7 FLANGES PARALLEL TO I! S" Mom' I II 'HALL (NEVER CVT END PANEL] X = B 0 DISTANCE,-.I:a:-- 91 -- J II TRACK . 1\I,/i A 1 L-=s- - >s_�a I� 1 // 1/1'e 295s a.LS.Irt CASE G (PLAN) - � / W4 . eE Y+INGmlr O 6" \..�..✓// c c oA Ip',-z0 SCALE 1/4"=1" Mic,uRE aIx* A LOGri 4'ALID FOR DIRECT MOUNT INSTALI ATIGN ONLY & Nuts 6' ac CERTIFIED PANLL NSIALLAl ION AT WALLS W/ I'1,II�/R A 11�'T✓ y uREACE LtVLL FLORIDASBUILDING CODE (Non High Velacity Hurricane Zon CASE E (PLAN) CASE F (PLAN) SCALE 1/4"=1" SCALE I/4"=1" `'q,L-' ,1 Qy `''I Gzar1 atretG, Svc. 24 GAGE GALVANIZED STEEL STORM PANEL RE,/A,G: 's•., 4`J1111 ,-.S":'�.-:iI--,.. DRAWN 11 2 AT I I * 1 .r'� GLOBAL PROTECTION PRODUCTS, LLC. DATE, �TIL ECO'..,. "A �" l •J}��A/g�T / : Jx` ♦ 48W 6.W. 51 STREET 9 " : "4 TILtIT TESTING & ENGINEERING COMPANY DAIIF, A. 33311 +i��,. '•. LDRIQQ'•: t -... e 5 e,. v. Jai ,sticua .. H "I'. PHONE: (9.4)689-/S4a. FAX: C654)G89-6797 t t -2t 4 V i' I-) an L ) VI-1.1 OPIWING - 1,,. "m1YlCC n641.nRa Y7J1. ' /" SHEET 8 OF 18 MAXIMUM A S D DESIGN PRESSURE RATING (R,s f } AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL''1� LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 1W/6, 2W/6, 3W/7 & 4w/7 ANCH^Rt -- CH DU .N 5.t 5., Er, LE C PANELS INS1A ATION iNT� POURED CONCRETE CONCRETE BLOCK &WOOD (t} 3" MAx y MAX (,� ._ „ , : .__ .___._ ___-.__ SHEETS 9. 10 &11) . __.___.. _...._ _-_._ ___ ___.__ --_ SINGLE PANELSC) UNRESTRAINED SS PANELS (11 RESTRAINED AT EACH . —� o a o 0 _.__�n P R tt --._____.,_.u_ AT TO 0 80 � TH TRACKS i� t 4J � 3c t1� ' - � � � �-- NPl __ _ _ T . 2 3 4 , D M T I , 1 i 1 ECT MOUNTfD AT EAC{i E � {- _& BAR � I 1 1 iYlll't__TRACI( - s tg) oR� __ _ - --r /�/ti l'x 7 I i-r-) +--1-E-I--r--=-r-t-�? .-i t .-i-t-."T_-1-1-. _.i_. DELI MAXIMUM PANEL LENGTH LL- OR L ft. r n=sew PRESSL:RF RATTING LP.S.T,) '+ or CONCR L & WOOD INSTAL 4TIONS t _____ -. _____. L+ L- 20,0 5J 0" 2 -0" -- 7 0" l7-8' 3D0 !1 B" C 9" 35.0 7C'-- 00" 10 -0" 4'0 4 O i 9 4- 45.0 _...9 6 8 9" 50 _....__.. 60 C b -7" a' Q" __-_ .. A' S" 1 7" 65 0 5'-0. 7'-4' - - 70.0 7 S 7 0" 60.0 85.0 7 2" .__;. 0".... b -7" __a5- 900 6 9" 6' 2- . 95.0 _. _._ 6 -9' 6, L1. 100.0 b'-5" __,_, 5 11' -' ---... "-- 105.0 6 3 9" t f .0 U - " _ ,,__._. .. _- 1,5 r 1 .J - a -6,. 119.6 - 5' 5" MAXIMUM PANEL LENGTH L+ 0 "L- ft, i R M I ,U . DESIGN PRES,>`URE BATING (Pxf) -"� CONCRETE & WOOD 4. INSTALLJ,TfONS I L+ L- 200 t4 -7. 13'-0' h 0 i " z o 8 I I'-7" - 35.0� 10-10" - 9'-9" f0.0 - _ - 9'-6" _-9' 1" 4 5.0 9 i" 8 '-7" ._ 500 8' 7' 8 -2" _ _ 7 =9 ` 55.0 8'-3" 60.:7 8' 0 J-5 65.0 T 8 7•- " 2 70.0 .. _ 75 U T' 5 _.....---... .. 7' 6' It' ..- 6'-8" 80,0 7'-0 6'-5" '_ 85.0 I- 0 6•-3 6' I- 90.0 6•-9' 95.0 6'-7' 5'-10" 100.0 ._._.__ _ 6' 3 -.__.._... 5'-7" .11.E_1. 10.0 5 - 7 .115.0 719.6 - 4 -10" 4'-5' MAXIMUM PANEL LENGTH (in) P TION T ASS CH UL MINIUUM SE ARA 0 (L S ED E JLTIMATE WIND SPEED < 175 ,n.p h ULO-11 'WIND SPEED > Ill HI _ __ UNRESTRAINED RESTRf.INL'D UNHLSTRAINED RESTRAINED 30 OR LESS 1' t" n" 6 1/4" >33 TO 90 - _.._ t" 1" 7 1/2" 7 i/2" >9O TO 145 1" 1" 7 1J2" 7 1/2" :.145 TD IG.B I" 1" '-' 7 1/2" MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION X. „ t S 5 HUILO-0 i" TP.ACK BJILD OUT TOP 7OUNT E" f ,RA K MOLT^li r!EAf:f-.R MEAGER ANGi c TRACK WAN�L *,/SIDE BOTTOM C OSURES CLOSURES' DIREC M^UNT 46" 32' 32' 3ti h, d a"y,1 5" STUD ANGLE 35 2" :i`-" / 32" 42" 38" B 3 f -RA •C 55 32' 32" 42" _ - .38" b/" _ . _....... 6L, D` 80' 1 -.,�- .. _.._ CUI (- RA K ANGLE C LD T Wl SIG=; CI.OS.IF.�s I., 32" (12" _..-_- �6" So' _. ____.__. ___.__ 1� OIIT °F' TRACT, _.___. 3< 32` 38" 60" 5B" 56. W/S'^. CLOSURES" t�l, `u Qr 14i I I 1 /J ' I I � { i i i I i E 1, f Io ^ I u I 1 � . / 111E-- - _......__ -"-Tt % `- u -C I m A T-' --j I I- 1 1 1 u - A- A ( 1 l I 1 I J.. _. _ .. __. __ t..._ ._ _ .3 r' i I 1 d0-' xi" � � 7 'AID" S N ZU - ! ' BOL t0 P EL 'N" OAN. u a0LTE0 LLS - (SEE'_ SECTIONS AS I I S.S, M.S. BOLT W/ 0 EA. OVERLAP; z APPLICABLE.) (SEC SECIIOt¢S AS APPLICABLE) - I ," %� w LILT .�- -- _-.___1.__. _ _�-.__....._ , J� L - �. / Q.M., 3 , 4 - / . ._._._._ -. - - --- -.. . �' O) O O' O O P t- I t O.1(4 -3" MAX-1 I_. .__._ 13.. MAX t- MIN. 1/4, 3/4, 4/5, 5/5 & 6/5 1" MIN. 2 4 / ws w7&4w7 iW 6 2 3 / ----------ANCHORS (SEE SCHEDULE CN SH,,L S 9. 10 &1 t)-- -----1 REGULAR STORM PANEL C1) ELEVATI NN " N,T,S. I " MO GAP 1 687' i �, LAIN. 0✓Rc L: s --I VikLEY) i i i I `/ -__ __.. 4' (� `v, ^ P MAX..,A. t 1; �, F -� SECTION A —A N.T,S. NOTES: ,(i) L+: MAXIMUM ALLOWABLE PANEL LENGTH E-OR A GIVEN POSITIVE A.S.0 DESIGN LOAD. I.- MAX. ALLOWABLE PANE" LENGTH FOR A GIVEN NEGATIVE A.SO DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: ;;iVEN A POSITIVE AS D DESIGN LOAD, DETERMIN IA1AX'MLI0 PANE_ LENG'H L FROM SCHEDJLE. UZI A NEG.ATI'VE A.S.O DESIGN LOAD, DET" MINE MAXIMUM PANEL LENGTH I-" 'ROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANE.L LENGTH iS LOUA!. TO THE MINIMUM: DE cRM':NED PAIJEL LENGTH BETWEEN "L+" AND "L--". (3) SEE SCHEDULE BELOW! FOR I/IN PAW LEI- FOR =,OR In O �UA IFILA -'F 1' INSTALIATIONS INTO WOOO ARE UMIT-cD TO L 95 p,_J MAx ,..SO. „EVGF RESSJR'r, RATING 1j111111A11�1��i `,Ff p, TILL/r "';- x1 'f\ `,. •"""••, j FLORIDA BUILDING CODE (Non Hi h VBIOcit Hurricane Zone `, SL y Y C. 1 ,yy�� 1 _ Q�, ', k 3 Z '. - ey -ic Q ? w T 1 xATv !,(! - �� = P, S - "p `•, 4 Cy Q, '�' ,x L '� ' .. 1 , +-'s - 'gll/1'I mzr,,1 rrL ECG, JNr,. 24 GAGE GALVANIZED STEEL STORM PANEL ---._ A, M Rq,.; G' n WTI nY. T \ � �C V ,.c. A, GLOBAL PROTECTION PRODUCTS, LLC. aea5 sw 51 SIHEET O"IF. r_ _`3314 _ CHOW;.: ;95 )655-]Sa5, -Ax (9.1, ,O9 Ili' i2 OS , / / GATE; 1 1 -214 �W'.W;tIG Nc. T!! J T STINL' & NCIN£ERlNG CGMP,xNY L T E E . t 5. tae,:vw e+w',Fm, T, .ur:a w:,�.. Ins a i ml-,ss, NA TLRe T,La 7t9 a 1" r I, - aa•[ ur ti5mr,w �•}!�L}D!,LR1it?: Tj\ t'�`E i t IUa4^ri SHEET ) Of IB INSTALLATION DETAILS FOR REGULAR PANEL t1 INTO WOOD STRUCTURES - I _. ,' __ 7 res _....._..-(',3 5.5. ,.4r nFrn BOLTS / I `aMii'( 11' ) �. I . w i rD E Tla" 0. I -- __ 1 I F -- / I i WG D HEA.O.R J 2 cbr, AN ores - ii1 REQU'?EU (SEE SCHEDJLE ON II !� - ,j4" '+r ) SHEET IT'. / _ LQI ...t: _ MAk.X.� - .., _� U I, Ji" I w I a i ; I ..CU,. LAU,._.i 17 �1, I 1 REi]UIRFQ ..r 2 , i I M (/(� _ / M1 M I II L- ,III I i ' iI' I 1I- _,. I I _..._. _.. . I u I u�I 1 I I � 1 I li . 1 M.n. 1 ,PARAHON I _ ... `t L" MAX. 1 I II L" MAX. 1--- iD GLAS`i - I - Lt...MCTH 1 -- � PANEI I EN TH I (SEE 5CHEbULE I I ( 'E SCHEDJLE 1 I (SEE 5C L1LL.i. 1 1 ON SHEE I xJ 1 ON nHEET 3 I ON HEEt 3) _ - ......... __ _ tine-2Ox!' 1 _..., 111.E ..xJe::_ - _ FTSeaLfs !max,« j 1 7 II 1 r Ir N I I - TLL"E FOR PANE. A: I I EXISTING, 1104MH MR 7'-e) EXISHNG 1 SEPARATION I I ____-._ __._... GLASS......--r TO GLASS. -� I I GLASS 1 1 {SEE SCHEDULE I ---0 I I ON SHEE! 3 e 1 1 507 t I p €D 6 1/4" O.C. , I OF L" - r I J� 1 MAX tQ A I �._ ... l 5 1 -_ (�-� .. t..._ J - 3A.1' ,,; ®,2 ,f2" G.G. E/O "i- _-_-. .._.._...-___j !. I I I I 1 I LU "'l I" I I 1 II 1/4" 2 1/2' C PANEL TE MALE D 111...E 1 Px EI .0 MA EE I EO r J- _.__._______. -_-.. ( __- I '( W/ t/4"0-20 .S COMBO TR 'SS HEAD 1 II MACHINE SCREWS & /8' NEOPRENE L. _.. _.-1-! ; -t, II. IL 1 1 11 'I. WASIIERS 0 6 1/4" O.C.. 2"x4" Y:UOU i__ t !i. L=.7 1 �I t P' PLATE REQUIRED 1 !' ! WOOD ANCH RS I I( ., t 1 ( ,i I ...STAGGERED W/ STUD 1 V _ .-...PV11E REQUIREU if (SEE SCHEDJLE ON -- �! II. It '. III :. JHEET i,) WALL MOUNTING 0 ALTER TIVE 1 W ALTERNATIVE 2W SCALE 3/8-1" SCAL"t 3/8=I` ,.....,, fLORIOA BUILLING CODE (Noll Hi h Yeloclty Hurricane Zone `,4 :' `„ S 41 R F '•' : ®1011 7Jt TEC9, JN". 24 GAGE GALVANIZED STEEL STORM PANEL .. M.0 . eaawn"y NOTE FDR COlbij6ffiIFT�[1_ EQ SECTIONS: �. INSTALLATIONS ARt ONLY VALiO R;R A.SG DESIGN * ^r^ j- #•-4-1U;-:,Q�1(;q _--_-_ - P I r, . I � S- ci ruM tG, INT `J�s .. s� A r "HIV ' N,IHs A_ _R rGP & _ P a 6.n A D r- E_ __ - f J L DJ f P '( Tk i!F J/� l I1N O PRODUCTS LLC. GLOBAL PROTECTI N , LATE: JU,v W'Al' I(7 SUIT ANY C.JMUINcD IN .,CH.EDI7LF..:. ON SF;EtT 3 'I' :. - ' F 'J CT"",y f^i:!-'\ 1Y:::.) INSTAI LAI DP 2. rOR NEVf WCOG F:tA.XE C01._ U. ) ) ro". 7(• ^ �+�� L ICf- '/ vally�' ' a. TILLIT TE577NG d' ENGINEERING COMPANY 4eoG s:w. st s1 HELL JAVIE. H- 33:119 m. 11-214 f CCUTI-IEr N :.Nc No 2 W S ECI(L, Mc.dBC AS TJ 9E > 2 I .<` 4, C v rJ J mn_,,x91 r„ 'xsI en r5, , 954&t9-iSaS TAX: 5a 689-8?S, nUN_. 9 a. wvG Nc DENSITY OF 0.55 DR EQUAL. - ., ,. L. te-cooan:7 )1 Su. 'WALTeR A IA.Lrr X +".E.-zla,t'' - SH_..T 6 OT 18 iLORii14 Ln:. i±Gl -'i/AI11111J _ _ _ _ MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL i) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES {VALID YONLY FOR PANEL;NSTALIATIONS ,S PER SECTIONS 1 THRU} 6, ON SHEETS & 5) MAX!AEUM A,S D DESIGN - RESSU "nE H TI (' HA N : (P� 't ) * MAXIMUM ANCHORS SPACING FOR MW EA. PER SCHEDULE BELOW APF LCAUL TO-i"TiuNS tc AFi'Y ^'M IwsncN ..G U Or THEM F,±AXIMUM PANEI LENG11.; :t. ( ) MAX!IMIM '"' D. DESIGN Fa '`' R.. CPU C A R T.NG (P.S.r ) MAXIFdUM AtiCd'ORS SPACING FOR MIN E.C. PER SCHEDULE BELOW PP r A' LICTION TO SECTIONS ANY & .N COMBINa!ION OF 'HEM MAXIMUM PANEL LENGTH "L" ( 1 TAPCGN SOLID --SET PANELMATE F EMALF ID PANELMATE PLJS ZAMAC-NAILIN CALK -IN TAPCGN F.OLID-SET PAI4ELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CAU<-W T 0 co'N ETE TG - L a KIL TO ---- c-- TG COBtI�ETE T 0 COtm�l1E !0 CO LOCKtE TO C4R�RETE TO GOLO K�E TD CONCRETE To C HIAf.K E TO CONCRETE TG .RIOC.K L 70 C,ONO"t E ro COrLt�T2 TO ICON5;RE7E To Iy � �RKTf TO CONfY7F.TE ID CONCRTTE TO Cn`ICREtE :D ICOI CREPE io CONCRETE m OKt'OCK - TO CO�ETE to - CONf.Rr :f HOCK +45, 45 LOSS _-13" t3° 13" t3" 13" 13" !3` t3" iG' 13 13' 13" -t i" 13" 11 I LTUP) i {BOTTOM) _....-. - -___ 2 (TOP1 S'-6„ OR LESS +45, -46 +65T0 65 „ 73 13 t3 " t3 13 " .S " .." +3 -1 "3 _ t3 13" _ 73 ,3' ,_ 1," 11 /2 1 TOP ( ) 5' 6" OR .„ LF5 ., 1u" .__. „ 13 It .. .. IS " ,i3' IS 13" 73" 13"' 13" I3" 13' 73" t3" 13" 13" 13" 3 _ -� 13' _.. -- 13° _ 13" 11 11 1 2" f 1 BOTTOM ) ' __._ -" i.3 _-._ ,3 " ... 13 1 13 " _... 13" 13 ". ____.�- 13 t3 " „ 13 - 13 x f3 13" „ 13 _ 13" 113E ,., i� 13" 13" __...__,. 13 13 t3 _.. ._ ,,. 1� 13 t.3 .._.. IS t3" '3" '3" 13" it tj2 2 (TOP) 13" 13" 13" !3" It" 1 ..-... ,. 15 13' t3" 'r3" 13° 2 (BOTTOM) )' __. :. 13 13' 13' 13" - 13 Ii 7/2 11 i 2' J Z (BOTTOM) - 3 TOP _. .. ( ) 13 73 " - 13 t3 +3 -73 -_,_. 1U - ,3 " __ 3 /.3 13 13 3 LTUP) 3 _._ t i 6 / � 13.,,,,-- .._.... 13 13_ _ ._.,_.._ 8 ,.. ... d' 6 1 4 9 6 tfa @IJ4 6 1/a" 6 3J4"6 /- 1,4 _ �3" G 1/4 3 {DO OM, 11 1E ... __ ., (I OPj _ _ /4" 1 6 f4" 6 iJ4" 6/4" 6 i/ / --- 6 I 4" f 3 BOTT M ( ) ....._..- _.__ .rl. 8 8 8" 8" 8" B' 8" 7 I /e 8 6 - Y S 1/ 2' - 8" a 8" v 6 i f 2" P 7 11,.E 8. 6. 8' R:' 4 (TQP) 9" 8 ,8__ ... -..p. , 3 8 8 - 4 (BOTTOM) 8" � t3" 8" _.. _- - 13" - - - 13" P - ____- t.," 13" 6 13" 13" t3" 8 13" - -_ _. 11 1/2 4 (BOTTOM) .__--._.. 5 ITOP) 13' 13, 13' 13" 13" 13' __- _ 13 ,_.. I ," 13' 13" 13" 11" 13" is' 5 (TOP) 5 (BOTTOM, 13" 13" ,3" 13" 13" 73" 13" 13' I1 I3' 13" 13" 13' 13" 13" 13" 13' 13 13" 13' 13" 13' 11 z.i 5 (BOTTOM) 13" 13' 13 13" 13" i 3 13' 13" 13 13 t 3 71 ' G TOW ( / i3" i'S' 13 1 3 13" 13" - 13' 1 -x" 13 13 11 I _ / 6 YOF l ) _ 6 /4 6 1/4" 6 1/a" E IJ4 .. - .. - - 8 if4" e t/4' 5 (BOTTOM) _ 6 1/4 6 4 d 1/4 ,._ 6 if4" -_ 6 1/4 6 1/4 6 (BOTTOM) ,3" 5° 13 1D 1/2" 13' 7' 13" 7" 1 IJ2 10 IJ2 5 ,/Z 7 tf2 13" 13" 4 1/Y 6' 4 1/2" 1 (DOPED 1 (]Ot"EOM) 2 (TOP) 70 19'-4" 13, 6' 13" 13` 13" 8 I/2" 13" 8 1/2" 9 1/2" - ---" 13" 5 i/2" 1 (TOP) 10 9'-6. i3' 7' 13 13" 13" 9 1/2 73" 9 IJ2 13 7 1/2 13" 13 13 10 13 10" 11' 8` IS 6 1. 1 (BOTTOM) 13' S' 13" 10 1/2' 13" I i3" 7" 7 1/2 5 1/2 13" 13 6" ,3" 13 13 8 1/1' 13" 8 1/2" 9 1/2' 6 1/2" 13 5 1/2' 2-(I'OP) _ 13. 7" 13, 13" 13" S 172 13" 9 112 10 1f2 7 1/2 13' 6 1/2" 2 (BOTTOM) 13' 7 1/2" 13" 13' 13 10' 13 10 71".. .. 8" 13' 6 1J2" 2 (BOTTOM) I 7 13 13" 13" 9 1/2 13" 9 1/2 10 1/2 - 7 1/2 - 13" S iJ4" 6 1J2" 3 (TOP) 13" 7 1/2' 13" 13 13" to- 13" 10" IT" 8" 13 6 112" 3 (TOP' - 6 1/4 6 1f4" 6 1/4' 6 1/4" 6 1/4" 6 1/." 6 1/4 - _- 5" 3 (BOTTOM) ------ 4 TOP ( ) - 6 1/4- 6 1/4 6 1/4' 6 1/4" 6 1/4" 8 lf4' _._ - _ 6 IJ4 6 114E :5" 3 (BOTTOM) _...__.. 4 (TOP) 7" 3' 8" 5 7 2" f -'- 'I" .- 3 1 2' / ___._ _. 8" 4' 4 1 2' / 3' t a /2" 1 2" / __. 3" 111...E-_.. 6" 6" __........___ 7" ~ 8" 4" 4 1/2- 3 1/2" 6 1/2 8" _ 6 8" ,.. -_ 8" __ - 5 1/2" - 7 IJ2" _^ 4 (BOTTOM) 6 .._ _._-_._- !I" _ 8" __,_ -" __ , ._ 8 - 5 /2" _. _._ 7 1/7 ..- 4 (BOTTOM) .-_ 13" 7" 13 13' 13" �_ 9 IJ2" 13" 9 IJ2" 10 1/2' 10...1E __ /2" 7 1/2" 13" 6' 5 (TOP) 8 1/2' t3" 13' t3' .-.__. iD" ._.-. 13I -- 1O I V, 8 13 6 1f2" 5 (TOP) 13" 7" J3 13" 13' 9 1/2 IS' 9 )/2' ' 7 T/2" 13" 6 1/2" 5 (BOTTOM) i3" 8 i/2" ;3" 13" 13 ,G" 13" '10" 11" 8 13 _._ 6 1/2"5 (BOTTOM) _..__.__ 13" 5" 13" ..___ 10 1/2" . -__. 13" _-..__..,... I" . 13' 7" 7 IDLE S t/2" 13" A 1/2" 5 {TOP) 13" ..__ 8" .. _..._.. 13" 13' 13" 8 1/2' 13" 8 1/2" 9 i/2" 6 1/2" 13 5 1/2` _ 6 (TOP) ._..__._- - - 6 if4" 6 1/4" 6 1/4" 6 1/4" _ - - -- ......_. - - _._ - 6 I,," 8 Lib' _-_-._.._. 6 (BOTTOM) - -- 6 1/4" 6 1/4' 6 1/4" 6 1/4" - - - - 6 IJ4' 8 I/4" 6 (BOTTOM) SEE SHEET ,1 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. ♦i NIINIMOM ANCHOR SPACINGS AND MINIMUM FII DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D LESS 'THAN INDICATED UN SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN GN SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO JE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDCAiED FOR EACH ANCHOR TYPE ON THIS SCHEDULE 1/4"m 1Ja'a 1!4"a IJ4"® i/4'- 1/a"o ANCHOR TAPE TAPCGN SOU! -SET PMEL4ATE FEMALE U PANEUMTE PLU9 UMAL-NNLIN CAL!( -IN MINIMUM ANCHOR SPACING (in.) 3 3 3 2 1/2" 2 112 MINIMUMEDBE CONCRETE (in.) ] 3 1J'r 3- 3 3 1/2- 3 DISTANCE(E.D.) ILYlLC- KLCI( I-) 3 1/Z' 3 !/2" 3 1/2 3 1/2' ? ACTLW_ EDGE DISTANCE (E.D,) FACTOR - G.fi3 ,O ,.. .. ,. ,......._..._ j _ ___ - -.-. I.D0 ..-.._ __.. 6 i.OG - 3 1 f1' - !.OG - LGB t.00 1,,,11�\x(A' TILzi-' .. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone . ` •,\FENS y> .• �} F '' - ' - 7 Y .;' Z y ° t� -- -_. .. *- � * :. ! i *:y �p ; Qi L yi 7' (� x5 -• `• ' P ; ' _ :.S 5.,^ .S/nae Al •'+Gp" ,11 L2ai1 i"L i[C0. %N6 �` IL�NC. 24 GAGE GALVANIZED STEEL STORM PANEL IR.E.JA.O. ORAW'N BY. GLOBAL PROTECTION PRODUCTS, LLC. b00 S.w. 51 STREET DA,4E, n. 3M 14 PI!CN'c: (954)88P 'Sa5, FAX: (954)689-8797 - 12 05/H OAre _ 4 11 21 09AHING M , TLLLJT TESTING B ENGINEERING COMPANY HISS ...,s" 51 M ,,xAv'cA•4 ;i .. ,-Ar.,e . ,,.) ,,, , rir4 f (.K51 9)i-,3.3, Eti-'Jfi 6719 h�rI, .eA' n-LU, ae,F] �rt "�' _ I,/wtr _ . _ _ _ _ SHEET 9 OF 18 U Z Q 0 'Or I.L 0 U U J .. J J m I'J li J 0 \WJ Q �Z Q W I_ I- Z W J W FF j 5 L U 0 mn� m � _ F� _ � 2 0❑❑❑ U Z Uj ryry I.L. � r ) VJ o > � w r� oM Ii = 0 _ j'� v (x d' n v J % ` -i a Z W r_ Q 1 1 1 W Q Z_ (/ 0- ^J) r C�w, _ I W Of IY m W Q 0 00 z 2 C7 �z LLI p Fn 0 _ 4t �n v N m m D- w 0 N 00 �o Z ^a- z LL a 0 J Q U z Z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 12 SHEET N6.1 PRODUCT APPROVAL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING U FOR REGULAR STORM PANEL01 INSTALLATIONS INTO CONCRETE & COHCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELCj)INSTALLATiONS AS PER ,SECTIONS I THRU 6, ON SHEETS 4 & 5) MAXIMUM ks.ol CE5GN P RESSURE RATING `P� , -.0 MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW * APF L CABLE TO SECTIONS III & ANY COMBINATION C F THEM . . - M I A I X . I I M .. j ... M . PANEL LENGF1. I -L' kft� ) MAXIMUM A.S.D. DESIGN PRESSURE RATING � O'S ,f,) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE EFLOW ** -- APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM ',"�' U fA LENGTH .1, . (f� , I I TA PCON -SE I SOLID -SET PANELMATE FEMALE TO PANE MATE PLUS ZAMAC-NAIUN CALK -IN TAPCON SOLID -SET SET PANEL PANELMATE FEMALE 10 PANELMATE PLUS 7A,MAC-NAJLIN CALK -IN 10 COMMEW - TO , CONCRETE IN,= I -NTMI, E`E- To C CONCRETE I RL OCK To CC+CRETE , T5 ONCRETE . BLOCK CID To NCRERE To CONCRET E'. El -'a CONCRETE - TO N BLOCK 'a CONCRETE To QNME`rE ' BL= E . OR - CONCRETE - -IDE, E 11 .1.1 To CONCRETE to CONCRETE ' BLOCK To coNcRm ' ID ONCRETE g, OCR 10 CONCRETE, 10 CONON' ,LOG-,TE TO cwwETr To CONCRETE BLOCK " To rE CONCRETE - METE CONCRETE ­­ >+65, -65 To +75, -75 , 1 I 13' - 13" it" it" � 13" 13" -I 3" 13" 13* 13' 13" 1 13" 12' 13* 10' 1 (TOP) 5'-6- OR LESS >t75, -75 TO +119,-119,6 13" 5. 10, 1/2' I ," 6 1/2" 13" 6 1/2" 7 1/2' . 5 1/2 13" 4 1/2- 1 (TOP) '. -,. OR LESS 1 131� 13, ill" 13" t3" 13" 12" 13, to" i (BOTTOM) 13" - 6 1/2" -13. 16" 13' 13' S" 13" 9 . to" 7 1/2" I ,i" ­ -13;' 6- 1 (BOTTOM) 13.. it' 1.3" ---- 1 13" -- -- --­ 13" -----. 1.1, 1. — 13" 13" 13.1 12' 13' ­;O"- YTTOP) 13" S` 13'. 10 1/2- - --T3-; -T-;--�-3- 1,��6 1/2" 7 1/2" .5 1/2' 4 1/2" 2 (TOP) 113 , 16" 71 I S, I , �. 13.. 1 S. 13" E., 1, 13" to" 2 (BOTTOM) 13" 7" 13" - 13" - 13" - R 1/2" ---1 - 13' 9 1/2" 10 1/2" 7 1/2" 13" 6 1/2'* - 2 (BOTTOM) -----. it, 13" - 1 �* , I,- 131. 13" -Tiu- � 1.3- I 12- - 13" 10" -�Tl P OP .. 3 (BOTTOM) 13" - - ­ � ­ 1 "I -� -';;' 13, - - 13" -� -T 1� 13' 9 1/2- 10 1/2- 7 1/2" _ 13- B" 3 (TOP) - - 6 i/4" .. 6 1/4" 6 1/4' 6 1/4" 6 1/4" 6 1/4' - - 6 1/4- J�-41-1 - 7 /4 EI/it-- jF 6 1/4- 6 1/4" 6 1/�- -- - 6 1/4- 6 1/4- 3 BOTTOM' B. 5� B.. a. ­ - 8' -- I 6:' - 8* _ - 8' -- 5 1/2" - ---- fl, 7" ­­- --- 61, 5' ­ -- - '. 4 1/2` -- 4 (TO�) - ,7.. a" '. � 8.1 5 1/2- . 7 3 17�F a. 4� 4 1/2- -- 31' - 6 1/2' - 2 1/2" -- 4 OF - --.--,---- . - 8 --- 13- - 1. - B. I i - 8" - 4 (BOTTOM) - 6 1/2" - 1 8' - IT. 5 1/2, - ---T-611 7- - -IS 4 (BOTTOM) -(T--p-)-1 I- I 13' ix, i2i, , I 1 31.� 13" i-3�;----­--.,-.- 13. IV 13 ,I- a" 5 (TOP) -­ � (BOTTOM) --- -- )3�' ­ ­ - 6 1/2" - - 1�� I S' 13- 9" 13- 9- --- - IQ- 'T'i�2- 13- 1,1 - -- 4 1. 13" I 13' 13' 1 !3- - 13- I3- 13" 12" 1.3� TO- 13" 7- - l?'­ - '­]� - ' ­ 13" 9 1/2" 1,�*' 9 1/2' 10 1/2' - 7 1/�-- --- I 3. 1. - , 1�7 ­ - Iv 13" 1 1. - 13 . -I 3�-1 ­­­­ --I 3 . ­-11-.­------ 1:5, 13" 12" 13" ---- to* - 6 (TOP) IZ­ , 5* 0" 10 1/2" 13" - 6 1/2" --- � 13" ­­ 1. 6 1/2" ---- 7 1/2' b 1/2" 13* 4 1/2" jmrw-�(iT-pTT (Top) - _ 6 1/4� b 1/4" 6 1/4- 6 1/4" 1 1. . - - 6 1/4� 6 1/4�' -- ­ 6 (EIETFOM) —_ - - - 6 1/4' 6 1/4' ti 1/4 It 1/� I U 1/4' - - 6 IL4 .:6 .. 1/4 W-90)6�- �'-'6�) I j3' � F..­ 7 1/2' i,3" 13" - ' jo� - 13" 1�: - jj_ 5:_ 1 13" 6 1/2" 1 MP) >5*-6' TO 8 , . _0 1 I 1 '.. '. .a_j�.I: 1,3' 10 1/2" 13" 6 1/2" 13" 6 112" 7 1/2" 5 1/2' J,i' 4 1/2" 1 (TOP) - TO 7­5" 13' 7 1/2- 13- , 13" _�,�, , 13' 10 1/2'_ _ 10 1/2*11 _ 1/2' ­ ­ 8- -- 1 13" 1 (BOTTOM) 7310 6 1/2" 13, 13" -- 13" -­­ - 9 ... ... ... . ­ 13" " - to' 7 1/2' 13" --- 6" 1 (BOTTOM) - I -.3" -1. ­ ,3* 13' 7 1/2!" 13' - 13' 1:5. - I w. _73" _ - F -, ..... . - I O" IT" 1. _ I �., ­7` - 6 1/2" 2 (TOP) 13* ---- 13, ­ ,� - - ". 13' 10 1/2- 13- - 6 1/2' ­-1--p, 13" 6 1/2' 7 1 2" - 5 1/2* - - -- 13' - 4 1/2" 2 (TOP) _ 7 1/2* ----- " 7 1/21 13" - ---- 13" . 13* -- ­ 13" _ 13- 10 112- 13- 10 1/2'11 1/2" 8' 13" 7- .---.- 2 (BOTTOM) - - 13" 13" I's" 13, - 9 112" 13" 9 1/2" - D 1/2" , 7 1/2* 13" 6 1/2" 2 (BOTTOM) - -- 1.3' To 1/2' 13" 10 1/2" 1 1 1/2" 3' 13' 7" - 3 (TOP) 13* 7' 13' - - 13" 9 i 2 / * 1 3" 9 1/2- 10 1/2- 7 1/2- 13 . 61, 3 (TOP) - - - 6 1/4- 5 1/4' ----- 6 1/4" - ­­ 6 1/4" - 6 1/4' F, 1/4' - ­ - 6 1/4' 6 1/4" 3 (BOTTOM) - - 6 1/4" 6 1/4' 6 1/4- _ _ 6 114F ...... 6 1/4" .__BILL.. --- 6 1 ,?�: - - - 6 1/4" 6 1/4- 3 (BOTTOM) - 7 - I�,Ii 8" -- r 1 112 ' '/ - 1. -- ". - , 1/2-i , - - ,� - , -- - 8' 11 - - ­ 1/2' 5" 3 1/2" ­­ /" -- 3" � - (TOP) 7' 3" 8" 5 112" - . 7 -�- ,IF -­ . 4 4 1,12, 3- 6 1/2" 2 1/2" 4 (TDP) - a 1. -- " I I , rl� , - 1. - 4 (30 iTo-m) , � _ ­1­ 6 1/2" - W ­ 11. - 5 1/2' -.--- - _­­ , 7" � _ 4 (BOTTOM) - - 13- [r " 7 1/2" 7 '� 1.3" 1 �5" 2 To 1/2" 13, 1 O 1/2'11 1/2" 8 13, 7 " 5 (TOP) --T.r- 6-1 �-- 2" --- , 13' , , - 13" -73�;- 9" 111� 9" 10' 7 1/2" 15* ,.- a" 5 (TOP) -- - ,3' 7 1/2" '/ 13- - ,S-.--- _�, , 13" 10 1/2" 13" ,10 112'1 - 1/2" ­ - . -1-1 .. 8 . I 3.. 7. 5 (BOTTOM) ,� - 16 (Top' - 13 . 1. 13, - , 1 ... ' ­­ 13" , �i.. , �i.. i­ ,�i --- 13" 9 1/2" ; 10 1/2; 7 1/2" 13- 6" 5 (BOTTOM) ,'I " , � - , 7 1/2 -- - 13 -'-- . 13 . 13 aj��2 - 13 1/2" IL 8 .' 1 13- 7. - 13, 1. w 13, M� , - ­ - - - 13" 1'�3' L 6 1/2 " - 13 6 1/2" 7 1/2" 5 1/2'1 'I I -) - , 4 1/2" 6 (TOP) -- - ­ - - I 6 1/4�' 6 1/4" ____ _ 110 - _ _ _ _!Z�: - - - 16 1/4" -6 I/ - 4 I—- 16 I it) - _ - 6 1/4 - 6 / - 6 1/4 - 6 1/4 - - 1 - 16 1/4 '16 1/4" SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR NSTALLANONS INTO WOOD FRAME BUILDINGS, ** MINIMUM ANCHOR SPACINGS AND MINIMUM EI)a DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR ED. LEES THAN INDCNTED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FCLUOYANG FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OUTANED U914G FACTOR SHALL. NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TIRE ON THIS SCHEDULE - 1/4'. Ile. 1/4*- 1/4-� - 1/4'. 114-o ANCHOR TYPE -- PAREUMA" FEI,KUE 10 - P`NCMAY` PLUS -- -- TAPCON SOUID-SET -- E&MAC-NINUN --- CALK -Rd MINIMUM ANCHOR SPACING (I..) 3 3 3 3 - 2 1/2" 2 112 MINIMUM EDGE CONCRETE _ 3 3 1/2" 4 - 3, ' -, 3 - --- 3 1/2" - 3 .111, 11 IE.D.) _-- 3 - 3 ". --- 1 1 /2.. - -Tl- 3 2 --'-,`, '/2 'I - _DISTANCE - ACTUAL EDGE DISTANCE (E.D.) FACTOR , 112' _____ _ - 3'5 - - . . . ..... - - - - - - _ ---- - - - -­ ­-- ------ .50 2 0.6� - ----� , Go -1.1 --------- "I" - I .----.-- E3 - -vK - --- ---- . .... - 1, 1 ­ - . - �.. . � 1 ­ ­- - ­ -- ­ 3 ,/,. I.. -------- - ------.- Lou -- -- I I . _ - IC. __ - ­­ -- i 60 I ­ �- TIL4 ­` �M4,4­s- FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone , u- . % . , Nor44167- "A - , �': . *­. , - f , -, * . ,/svaq, 0., 'Aq �z , ! � "I IF I Zx- 6201f alow. 11C. - - - -►- -- / 11LIECO — 24 GAGE GALVANIZED STEEL STORM PANEL !RILL.' ;. DRABy PROTECTION PRODUCTS, LLC. ABED 11w 5i STREET J�Ifqt: I,�I�4) CAME. FL 33314 681-75,i5. FAX: "9I 1 2/05/11 DATE: 1 1-214 DRAWING N.� TIL IF YESFINO & ENGINEERING COMPANY ­ III, � . �, 51. - �� �� R .1. E8- HALTER � - T.E-R-Ao�OEU6­19 -- :1 - ��­­�11 I ii,�I, . . I ­­ ��Tl ��-�LOR - m '! � - 1 � I 'SHEET 10 or 18 I — INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE 1/4"O IARCON EXISTV,'�- POURED � /4"O 7AP1,ON x1t;mq; POURFr, i/4"O 'Al"C.0N, EXiSTINC PUI;RE-O 1/4'v TAPCON(­--- - � MISTING FEU REU -­ ­­­ , - ­­2 I - CONCRET I .� � ANCHOR q 9" 0 i' 1, •I CONCqETE OR -NCliOR Q 9' O.C. j I CONIRLTE CM ANCHOR 41, 9" U.0 I CONCRETE OR •ANCHOR 4' 9' O.C, I , RE OR III CONCRFTF BLOCK x'+- ,, CONCRETE BLOCei -��?V/,% CONCRETE BLCIOX � �'j �J, CONCRFTF EILOCK '/ ' , -0. '�`:T ", REQUiliFin. �4,� REQUIRED. ��, 2/� REQUIRE ��`��'�T, REQUIRE'). . .0 � , , ­ �v/ � * I � I , , I - � . 11, , i , g I , , U� I , ., � , 0� I /, " 1 -120 � �k,p � - ,,­�� 1, . (42) x/.,', N ­02 i ��" I 1, / r 11.1,�,-,, 1 Q�—) , ;Z I I I . I � ­ T 1-j I , 113 3 ; � I I -11�L - �", -I — �i f V// I I " -�, , M�`, 112" � 1/4-, F , 17 /1.1 I ,04, � 112" i I , � 1/4" , I , . . , 1 /4' 1 15m - I "' , " : i . I I ;v,�x-0 ' ,.�­ z - I / -. ' MAX. i . MAX, �,,,W MAX. i�� ' MAX � I �0� . , / /; ;-, ­.- . I I .- - I I --------- I �� , - - ­.- I I � 00;/, 1 . , I ,'��,-� I I I i ,� I ,� I I I 1 ,­ I � 11 I I I E.D.* �, , � , * , ED* I , , i �2��," 1 7 1 ��,,vg I I ��/'��, : � . , : ggg, , � - � g I I I I / I ­" / ,I , I I . I I I I I I .N0 I " I I �-��, , I ��,'�MIHI��x j I ,� ;?w' , 1."�,W W�11 - ,1. I I " , I I I �/ A I /A � ,;� , -, , 11 gg,� 1 '-'� - �//'� I ,,� rm,vl,17=0� " ? , � ,,,, , t ,�', � I 1 -10 � ­ 1111,1`� I ;; i I (1) I I I ;; r mi,I. I ! I ;; 1'. mi., I I 11 I : T- SERA ION - IF � I 11 I II­-',EPkRAT11GA4-- I I I X 11 +- j/,�E,%if I EXISIINQ 11 TO GLASS � I I '/�-­20w STNG , GLASS -11 L. I &S !BOLTS W 10 1 1 ASS --`IL- .--- ,)�� -'I I- -A fl�­�V" I I - . I AT 'EZ 9VERLAP­ I - - -- ,., I I -- (USE FOR �a I � I I I LDI MIR 7'--6') I if " I I I ii / .1 - I 11 -1-- I - ­ I 11 ­-1 I ---- 'L' 11 I 1- MAX, 11 M., AL-A­- 11 : i ' PANEL LE I 11 1,1 - ­- --- ­ -- F - 6" {SEE LENGTH --- - , .., . (SEE EI,F`VATONJ 11 I 1 ELEVATION . V�--­� I A . I I j ON SHEET 12) 1"CI ' Min6N. - i � ON SHEET 12) 11 ---r- - --- , PARA�Tl I . � f I 11 I � It I : GLASS. I 0­- 11­� I . I 0 � 11 : . - I I : I i I It . I I ��,fx, �/�,�//�//" �&�-/ i - , ! I 1;1 I � p �',";-:�,.1 2 ! I I L , , / M, , 0/,�� I � I ffl 114 � 1 ,1 � I , �', 1 -ff�,,� � I @ 1 5� 'I,, I Ell, 12 Il't j I I r/­.- I 1, I 0 12 1/2' CLc I / , 1 1 L­­07'1I I I I , , " -5 4: ,/ / ��- --­ ,, p� // \ --- .. - � 4 `0 -4PCON (4) v ,` _ 1�/4'0 TAPCON- (��) I ; ANCHOR C 9' 0 C. ",:"OR 0 9' O.C, � ' L ISTINC POURED CONCRETE OR :X' "NO POURED CONCRETE Of I - LE -- CONCRETE BLOCK REQUIRED. CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-1B 0 REGULAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/FI=I' 2"i,4" WOOD PLATE REQUIRED S[�. SHE 5 &I 15 FOR ANCHORS `YJl[ & ]PACING FOR INSTALLATIONS INTO ANCHOR TYPE I ___LC4 __ TAPCoN WOOD FRAMEBUILDINGS MINIMUM ANCHOR SPACINGS AMID MINIMUM _ MINIMUM. ANCHOR SPAcNt (h) .1 ­U .....- H­ O..) 3 EDGE DISTANCE ARE NOICATED ON THIS SCHEDULE. FOR E.D L_Ss THAN INDICATED S rI UN SCHEDULE REDUCE ANCHOR PACIN3 DISTA.I lc­� Cr :i, 1- (I,.) 3 ACTILIAL EDGE MUNCIE (E.D) FACTOR � MULnRLIIHG SPACING SHOWN ON SCHEDULE 3'r THE �Oi LOWING FACTORS. FOR THIS OPERATION TO ,V POSMIL'�. 1 1/2- 35 S U, REDUCED PACING OOTAINFa SING FACTOR SHALL .07 BE LES,; "" .- --- - I 2-11 11" -------- -- .r I_------ MINIMUM SPACING 'IICIC TO , Q0 � ANCHOR FvPE IN THIS SCI . ­­­­ -.11, .---------- 3 1/2' - ALTERNATIVE R-3AW 0 REGULAR PANELS 11 I I/A-­2ow I Exisrirqc�,, To GLASS 1 1!41-1611' ' - EXIST]Nqol /I .--- S.S " GLASS � . 1= - S. DOLTS . , --" _ - I =11p CLASS 4 , A�T L� � ­ - ------ �- iv , T . IT --- -11 "I'll, (LIE FOR XC I I _ _R rli.) - UD 4G 0, i 11 I � / I ii - .1.. I i ii 11 - I I � . - I I ­­ I. .1 . I I - 1 'L" MAX. II I . L MAX. 11 � I i I IL,- -- �- - I ­. ­1 I PANEL LCNGTII F­­ PANEL LENGTH I (S I;-- " If-, ­ , �V�­..­L­J � EE ELEVATION 11 I I (SEE FLEVATiON ON SHE 12) 11 ON :1 1" Mm. I I IET �--r - ­-i SHEET 12 . ir-SEPARATION - I . . I 11 TO GLASS. I I I 11 I . I IL- - _j ­- - 11 I I 0------ ­ . .1 : - . ; .1 I I 01 -01 - ,x1/:I,." I ,�/ - �",�. .. , i i ..,. / L/, 1�1� �­,'- 11 1 6" I . ,-/-`/" ,, '::� 11��/�t;0,,��>. ....., � ,� : ' .. � I 'A I., ­ - - -- 30 j i 11, I 110 . I -F r . I I I I . Ir I , , I V`� I , i , ,� I I I � � � ,✓; I - , - I I I IQ , 11 F f Ij ­1 I -11 - I " 1/5 LQJ , 4'.H 20.3/.' E 1, ..5 E1 , BOLUS WE$ 0 12 '/2- D.C. . a 12 I/. O.C. I p , 1 � I 4 I I ; 1 4-0 TARCON 1 /4-0 TAPCON I ­ � I --ANCHOR ®9" D.C. . . AN(A [OR 0 9* O.C. . I ! EXISTING POURED CONCRETE OR 1 EXISTING PrUREO CONCRETE OR -4.11CRETE BLOCK REOUIRIED, I - -CONCRETE ULOCK FREOUIRM SECTION R-2A SECTION R-28 0 REGULAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS SCALE 318=1' I'll � - - 'I . TI---, 0 �v ­­ Qb, %- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone as - oiv,..,.-, . - ...-p­ . ,��tNsi ... , , � - � - INC.ILA g�q, t MrEco, C; 24 GAGE GALVANIZED STEEL STORM PANEL /wil V R.E. .,. DRAWN By_ . . � 44.157 c�A - -� I � ­- 1. -4 I , *.. ­*­­ �*,: - , I -,0% " IA � f�vbp � �,-* , ..� , Q� 1* A,:�,.,�,/.,%n,I, ,,-,,�� � — — -- r7n,1E C Om. \ GLOBAL PROTECTION PRODUCTS, LLC. P 4ACO S.W.SVI5: STREET pi�ib�p (95�) DAiAl, 'I. 313"i - 669-75�5, FAX: (95068V iiNy VATF I I -214 CRA-NG Nii: -- YfLLI7 TESTING A ENCINEEIIING COMPANY - ... ,.A A111 - ­1 - ­ 11 ..$A A I-, .11-1- ­ . ,, " ;D %�%--. ­AHiS4­ .jp)�A' � WiVi, " Y" I-,; OE 9 WAZTER ­­� 'PlIff Jr. :E,:- � . �i- .­�P-g - I ,, 1 I I I � i - I ­ sHtel I �� Of ,6 INSTALLATION DETAILS FOR LIFE SAFETY PANEL d) INTO WOOD STRUCTURES POD HLAVILI, IEQU;REO /4". IAPCON NC-IoR to 9, o.- ­02 � I .-I . i /2" : '1/4' ­ I - I - I MAX, -1. 1-1 -1 f I I � I � � i 1 � ;I ; I , '"II-10I, 1.� . 1, 'L I - I -ss BOLTS "A31 � Z--- a EA MUZAP - Ii,sF FM PiNn. .'H - '-"'T -- - _-_ ]-- -- I 1. L" MAX. PANEL LENGTH I (SEL LLLVATION 1 ON SHEET 12) -- ­1-I I I : -- i (:D � I ; ­- -(� U/2 "'r, I : �' ! . 12 Ilt Do � I :wi —L I 1/4-0 PANELMATE PLUS ANCHOR 0 12 1/2" O.0 2 Y4­ PLATE REQUIS ALTERNATIVE R-3BW 0 LIFESAFETYPANE --I I I i i I I I I I I I I -L' MAX, '.EL LENGTH : ELEVATION SHEET 12) ; ; I I ! � I � i WALL MOUNTINGS SCALE .3/13=1- , # I p 0.111"', ,I :� % A. T14 -, /%, "tti" I 4 ,t\ . .......... 7� ....­­­­I.A.C.C." FLORIDA BUILDING CODE (Non High Velocity Hur loone Zone NOTEI � .- . - -C ". C .. . 11 020;1 PLIECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL • a, /A G. DRAWN V: 1 INSTALLATION A DAILY VAL ITT FOR A.S.D. DESIGN , ' � - , I ; . NO. 44167 '.. I - ., I — — 12/05/11 -HE 4114D LOADS (p.S.f) AND PANEL LENGTHS AS PER , ; ** ... - - * ­, * I - 1�1 * i I 1­ ­- - 1 I I , -OTECTION � F1 L E �CO \ GLOBAL PRODUCTS, LLC. DATE. ' EfIEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CON'51RUCICIN: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC 1 , " 96"S,��,-.-,��Iz,� 1 1 ; & INC.,,, mur rEs & ENOWEERING COMPANY , ­ .. .­�A ��A� 111. .- � P.) ii-l-, - � (-) 611-1.1 ,,SCID SW. �-, STREET-- DAVIE. F, 33314 F.QHE: i­)689-750, FAXi (95,i)689-8797 11-214 DENSITY OF 0.55 OR EQUAL. -, -- ivveftllv!��101 ER-0006779 P1 WAJ. 1�� 'TM Jr, , 11 11L ­1 ­ I WA I I r-i - --H, ,[am � am , - - I - M,wIHG N .; . SHEET - - MAXIMUM A.S.D. DESIGN PRESSURE RATING (ems f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEQULE FOR REGULAR STORM PANEL (D INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEI-01 INSTALLATIONS AS PER ALTERNATIVES 1W 111 HRU 4W, ON SHEETS 6 & 7) D-N, 1 30, MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-0 MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPDCABLE TO ALTERNATWE III & ANY C '.0M61RATION of -HEM MAXIMUM PANEL, LENGTH "L �tt,) I TAPCON LAG SCREW PANELMATE FEMALE ITT PANELMATE PLUS WOOD BUSHING 1 1. 13" 13' l')` 1W­(TOP) ­131 . . .. . . . .. 131, ........ - -13" 1 1" 13" ----- 13" --- ­­­­­ 1,11 -----". 1W (BOTTOM) ­­­- I 6 1/2" ­ ­ T'i-l;� ­ 6 1/2" 6 1/2. 6 1/2' 12W (IOF�) - - ----- 6 1/4" ., 6 1/4" 6 1/4' 2w (OMOM) 51-1. a" a., '. a"60 - - - ---- --- -- ­ W (TOP) ESS 8. ­F­ -r 8, 3w (BOTTOM) 13" 13" , '31, 13" iY, 4W-(i6P') 1­45, -45 13" 13" 13" 13' I 3" 4W (BOTTOM) OR LESS � 13* 13" 13, 6 1/2" I W (TOP) --13* 13'-- I I � 1,11 13" "I .... 1W (BOTTOM) - ----- - 6 V2" ­ 6 1/2' - ----C 1/2- ----� 1/2- 1 6 1/2ii N1(-T0PL- ­. - -­­­ - 6 1/4' 6 1/4- .. 6 1/4 2W (BOTTOM) >5'-O' TO 4- -- - -- -� ­�F -_"_ _ " L". - - - 3w ',TOP) - 14'-4" " " I" 7- _ 7- - 3w (Butom) -- 9 1/2'_ 1 - �w (TOP) 13°. - - 13" 13" , ,, 1 8 1/2- Em­�w I MAXMRJM A.S.D. DESIGN PRESSURE RATING {p S,0 MAXIMUM ANCHORS SPACING FOR E,D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALTERNATIVE 0 at AN ,M &NATION CC OF THEM MAXIMUM PANEL LENGTH -L' (ft�) T TAPCON LAG SCREW PANELMATE FEMALE 10 PANELMATE PLUS WOOD BUSHING . 13" 13" 13" 13" 13" T W (TOP) 13 13'1w (BOTTOM) 1/2' 6 1/2.1 :-W(iOH) ­­ - - 6 1/4- I 6 1/4" ­­­­ 6 1/4" - 2W (BOTTOM) -(Topj ­ 11-0. OR ­­ - 7" .7 1/2" 1. 8" - iW LESS -77-1- /27- ­ a- 5. 8. ­-­ - -­ 3W (BOTTOM) -- 13* - ---,-- 13" ­­ ­.- ..- I,. -- 13" 13, - -13, 4W (TOP) ­­ >+45, -45 TO +75, -75 13, 13" 1T- - ... " , -1�3 TTW­(BOTTOM) 13" 13 13` 13, 10" w (lop) _ 1.3, 13, '3" 16, 6 1/4' 1W (BOTTOM) - ­­­­ 6 1/2" - " -- 6 1/2- - - 6 1/2" 6 1/2" 7W (TOP) - ­-6-1/2 - I- �,/4. - 6 1/4- -­ 6 1/4, Lw.�EoTa) - - >5­0" TO - 1/2.. 5- 7 1/2; 7 1/2" 3W ( 'i -,. 5' 5 1/2" - 1. ­ .- -- 8' - 3w (BOTTOM) - ­­ 13" - - 13" - - - ­r- 4w (TOP) Z059 -­) 1 3" 13' 10, -1, %*44w,­:':��./-,--.- ,01I I i ERiA. I. -/ :. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ----.F I , .. . `-4 * .44167 ". '-,. . .", ; . . - . 1. . -0" �`-'-'* , 7 * I �p .. I , % - OI -. , 4'DUt 9F I � 11 N I ;I', ,%, - 1, , ..I . N . . ill ..I , I 11 0- � Zip ­VOR)Dk...:;6t� . "o" , * - Al - . ­­ . .PD11 74JECO, 94C. — — Z �Tl LTE C OR, - --'\ Fit, IT TESTING & rNOINCERINI; COAIPANY •- .. ­ .. ­ =. - ­� q ­ ­ : Ix" - - I- r I-) " ,-I ", I . - Ett-0006719 WITER - A. I I I ­.1 24 GAGE GALVANIZED STEEL STORM PANEL `"'-/"- RA"N By GLOBAL PROTECTION PRODUCTS, LLC. ,I800 s.W, 51 STREET . DAVIE, FL. 33314 P,f3NE (95+)�g 754,5, FAX: (954�09-1797 i2/0 ,/it DATE; 11-214 �RAMNG K�- ­, . 1 -- nd -, . I - .11 v- Y, .�-t �P - 1 , . ii I - i I - !SHEET 'i OF is ) INSTALLATION DETAILS FOR LIFE SAFETY PANEL(—,) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4"O - PCON­­ X,IsTlfq-. POURED 1/4'0 J'APCON "I 015io`G POURED ., ­�D ANCHOR 9 9" OC 1 1 CONCRETE OR Ailci,nr @) a" o.c. I50N�CRER: OR ;�I "I , NCRETLOCK OONCRTF 6OK `* EQIe RD.ILO U�,RRU �I - -�2 ------��— . ;,;,, 1 171, �. I .11, I �� �T/ 2 --! , -- -�-�. I " /, ! - I , ­ /2' / , - _1 ,1/4' . , ---L i I �,,� �'.� I �/",;',�� ­­­ ... I ------- -­ � I , I .:: I --,-- -- i -----r- I 11 I �//�� ! I I i " ED,- ��,,, ;,,,i � I E,6.* i I � �� ; . "Y , r : M/1 . / � v , % i 'A � I lw;�,��:��', . SEP ii ' M IT— SI;ARA�Tlb 11 TO cross. EXISTING F CONCRETE CONCRETE REQUIRED. 1/4-0 PANELMATE PLUS ANCHOR 0 12 1/2* O.C. 1 I 1 1 ,1_ - .- --- ­ D � i/4'­2Ci,;" . -SS. WILTS ",I 0 L'orFOR ; If ,,,I,, 01r7 -e� I I I I _'__._L.__ 11-11-111.­ I I -L" I Max. I � I PANEI LENGTH I (SEE ELEVA ION I I I I ON SHEET 12) I � z tI I I I . I I -01 L/2 . : I I i : I 11 11 ­1 .'I 1 10,2o.cIa 1: — ] I I i -f5) 1 I I I . - ­ ----- 1­.-I SECTION R-3A REGULAR PANELS SEE SHEETS 15 & 16 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS, MINIMUM ANCHOR SPACINGS AND MINIMUM 10CE DISTANCE ARE 1NDICAJIFO THIS SCHEDULE. FOR ED, LESS T14AN ON INDICATED ON SICHLUULE REDUCE ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FACTOHS. FOR THIS OPERATION TO BE POSSIBLE, REDUCE[) SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE . I I ANCHOR TYPE -1-1-1zn ­1/4 A* lAPCON Pn ­1 MINIMUM. ANCHOR SPACING (in.) - ;-eOSE - (I,.) IC 0P­tA M.k (it.) DISTANCE H`O-1 ACTUAL mm DISIANCE (m) FACTOR ..IS ­ .1 .. - [ - - - - ­­ IoO -- -- ]�d ,-------,--,�--",�-"- --------..--- I 1; I - m;., : 11--SEPARATiON- - It TO GLASS, A : I/AI'. -2.1� u___- I I . " L)OSTIN I . I / 9-1 i I GLASS I! / ---I ...... --- - I ! I / � I ; i-� o� 11 11 - . .­.j. "- 1­1­ I "I � , I I 1,,� i I v EXISTING I`OI,WDj CONCRETE OR CONCRETE BLOCK REQUIRED. V' MAX. PANEL I MOTH (SEE ELEVATION ON SHEET 12) ­��.;' - j '— , � - -w"I ' --� ' I/ "o PARELMATE PLUSLIFE SAFETY PANEL , `-/A 111TIO 4 -- .--� ANCHOR (BEYOND) WALL M12UNTINGS SCALE 3/8�1- .,I,#,,- � �---� A. riz,(, ---Hurricane 'S�t Zone .,iI1":#.,­:1�-;�.­- 4-- FLORIDA BUILDING CODE (Non High Velocity � I' , N,X­V-Y$�'%.-� - � I I e2oll TxffINC. co� --- 24 GAGE GALVANIZED STEEL STORM PANEL ..­ ­!'.�kc. R ORAWN DY: ' � I * . f - -NO. 44167 ". I "" /,, * •, --]i--­­ - �­,-- I . * I ' ' ' IILIECO.NC, --- PRODUCTS, LLC. DATE: 11-214 P ` ,�'PTF OF, ,:,.i'-,Qz. ,,' ' 0, %. / , �m S v 51 MEET .11VIE, R 333'4 TESTING & ENOWMAING COMPANY 1 _ . %, . 1'.6fl ID�,---,�,F- AMOY - .. .1 �I. - - - ii� . ­ '" � �­)A­­ ­ cm) ­-­ , V� "E� � -8?97 H'o ,689-7545. 1AX: (Ob�)659 URAWNC He - -1w * - I - - - ,,, - � ­ - . - 1-8-000,5719 � ., I 1 - P III I - I , - - --- � I SHEET 1, of IE �� . �1 � '. "I -MA. 17W11 :`111­N;!� .1 EZI/18, : EZIW/18 ANCHORS I C,tSECTION EZI & AJERNA:71VE EZIW ON SJILLI IB)------- ­­­ -.3. Max L- ---�" Max - � I mii,, I i"""' ­C9 [- SEE NOTE 2) AB-/ ,SEE. _)(SEE I I . NOTF 2) #14XISJA.S. -. I . I -I .... .. - . - -P/2" 1 0 E - - -- -- =- . �Cd END . - - � -/ OF7 �-�l - , *LAST PANEL(j)TC) BE INSTALLED AT EACH OPENING SHALL ALWAYS BE , �i­ ----- - � ---------I I �- ­3 16"I ALUMINUM - . - I— H.. e� - 112" 17 ? 1 -61-6 -6 HOT cl -6,11 - -----T--- ---1 PROVIDED W/ REAR HANDLF TO FACILITATE INSTALLATION IF INTENDED I I . I . . I I TO BIn INSTALLED FROM INSIDE OF STRUCTURE. I .- - ,- I - i T : I - I i I @2 I I ' 1 1 1 i I AT 2 PER i . I i 1 'ANEL . I . I NOTES ; I - __ _� _ % _['6 Tj -- _j_ , I L--_ __ __, - .--.. 1. -" L ­ ---L- -1 (TyP) 5 , I 50% I I I - . . I (IN P.MNIT111N OF SFQIPq 9P.nO F-7 HANG STORM PANEL SYSTEM . I- I '(END SEE NOTE I , ---- L -r -­Y,�­r- PANEL) --- (INTERIOR ­-T-Ir- PANEQ ­ (114-1 ---r--f RICH PANEL) r- - 1. I I ­1 (INTER! . . . . . 1111 S 2. 3, 4 I 1 ( i * � I 1, J I - ­.. -­ -- -- I � Ii 'I � i . -- - --- -1. - - - ­ -L-. ­- L', I­­1--T­ -- I OF L I -� TT ­ � OR PANEL) TEND PANEL)' I MAX . I ,I I SEE NOTES 2, 3, 4 I i 7 ; -G1. 1 . - 1 - I "'HEMAX � I- LENGTH (" . I hj, 1'1'�� A I - 1, ­' * ; 0 I/- 40:O p,.J. I 1 1 t , I .� . I 1 1 I I . - . J� ____ __ � . -- � I - ---I ; 11� 1'/4;--iOI, I ` PANELS I I I i _PQLTED S.S. BOUTS W/31 0 EA. OVERLAP 1 1 1 (SEE SECTIONS AS, APPLJC�I,BLF) I t 1, - E - -it- - L I �. �.. J-0 I I ­1 1 50% 1 . . I - ­ -"- ' - - --A ff TTI j I 7Td -F1-1]-TTT'-F1 I- -I -1 -,F]---n-- 711i OF L I MAX., I � . � \1;. IIv ­ 1`111 I,— ­­­ -­ I— 1­1­11­ ­ ­­­ -RACK (i.e. A STOP BAR IS ONLY USED AT TOP ) AT LEAST TWO PANEL, SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS ... 1­1 . ...... 144�1­17m I If I 1 1 1 1 1 1 14 44]] I I I I I I I . INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF 11 I I 1*1 .L� -7� --�71 I I I , I I J- -L J -i -1 - - . L L J J1 j if N--li iLL] -��L­ -i - 1- 1- J J - L L J . I- " I . J, I -i . ­­ ..... -j- I It PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. __I.. .... - - ------SEE �SIE NOTE �. - - 1�­­' - -t,,-, T ­1 r Max. L, " - ' -- 11 t INS ALLATI.-S ONLY VAUD FOR I- Mn f NUDE 3 (b W/00 NOTE 3 1 1 tifi�. Ps", WIND SPEEDS UP TO 175 BASIC wCHORS . m.p.h. ­- ­ (SLt, SECTION EZI & ALTERNATIVE EZ1W ON SHEET 18) ­­­­ , /1 8, *EZ1 EZ1 III 8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL CID SYSTEM (t) 1A �. SCALE: 3/32"=I" I , `\ "I 2,687"'(MIN EhURLAP 1/4" M­. CAR �\�,I"\�:!- A , - � - m, =1 WHOLE VALLEY) .- , F";,." . /11'� ' 1/4 1, I MAX, GAP T ,I K�l SCALE: 3/32"=I" "'lit'jil"A ...... "s tik A .. Tj -•FLORIDA �43�.t at ,�..­. - BUILDING CODE (Non High Velocity Hurricane Zone Na- - ..- \,Xp i,;,IvI -1y , ... .. . � . I 02021 tLTECO, 1w. 24 GAGE GALVANIZED STEEL STORM PANEL IAI(.V.C.V. . /A C. 0../A.C. OWN BY: * . '�,� � f NO. 4416Z ". - --� . : * - ­-, �— * -- .,'4 � : .. - - - .. ­ I - - I I - /TiLIECO GLOBAL PROTECTION PRODUCTS, LLC, /.S/" " DATE i - .­� .�i - --­ . � - . - "- ',�;;­ = -, �."',- INC.\ --,-,,,, --S-,.-- ---- -1 1-1, �co , W. 51 STREET D-E. FL 333'.4 SA PHONE: (954689-7545. FAX: (9 )60-8797 11-214 .� kL - . ,,. (.,),A - - "­) ­­ H-M -.- I i­ DRAIINO 11.� - --'NI re-0006719 *L1 jl�'A, '7,X 11.1 ,1, .ff 1�. , 1 - li° - .1 � 1 - 1 I - SHEET 17 OF Id­7 I r , 1 5" MAX D.M., 0� .- 11 or® I -- - - -1 -­- - - ­.. - - A,.,, i0W., (SFF SFCTICNS &-. A­,FNATVVES 7V S.tLLI' I,',. * a, :a & E)­­ ---- 1-1 - ---- - R-IA/13, R-2A/13, R-3A/14, J� -18/13, R-28/13. R-38/14, �-" MAX. ,,R , 1, ->"R-IAW/15, R-2AW/15, R-3AW/16. R-IBW/15, R-213W/15, R-3BW/16. ,TIN-'1 I ­ ----7 ­----­ -L­ ­­ I 11 � ---- ---­-­­­ ......... ... . - ----,----- . I 11 - ­­ -- --.-,-- ­­ " , ­-1-1- I- - -1 - � I L ------ ­­ 0 0 0 0 0 ,I II -- ------ . ­--- ­ � I . ----- -1 - I --- - - ----------------- -------- I - -7 ---------------- 1�----------­­-­I I . 11 1 --- --- 1i �i I I -- -1 I � ­ --------- 7 ------ -1 -- -i I . I I I , . I I I . . i � I . I : . 1 1 1 I I I ; � I I 1 1 1 I I I I 1 1 I I i I . : � � : 1 . 1 1 i i . I � ; I I I I I I � , I � , I .I I i i I I ,�� I : I t ! : I 1 � : I I i i I � � � I . I L/2 I I i , I I 1 � I- I . I I 1. . I ! I I --7- . I I I . I � i ! I / 1 i I I ` I "Oi- 20.1 "' '-L S. ILoLTS v I 1 � " � � I I i l � . I . � k , P IN EM LX. N C I 'I I I I I I 'USE FOR PANF I F G11 � I I � ` � I : . I� . i . cl) I I ! 11 � I OVFR 7'-6 � 'NW-B" 0 +40.0, -40,0 p.s.f. MAX. A.S.D. I I I : � \! I I I i . i 1 , I REGO AR STORM PANEL � I ,�� � -LGU--AR STORM PANEL I , . . DESIGN PRESSURE [RATING F I i � H , i I I p I : � I I (W1 OVERLAP MID PANEL LENGTH BOLT) . I t 4 1 it i- - . I Z I - .. , 1 - ­ - - - ­ - � - -- :.� � I . . - ­ --- i - - - - - - -..- - - - ---., I I - . � 0� I i ... � � I I � , i 7'- 6* 0 +50.0. -54.0 p..J. A.S.D. I E-FE SAFFTY STORM ?AJ,EL I I I - I I I � I I i I DESIGN PRESSURE RATING I I - . I I I /,,j -1­- -1-1-1- ,-... ­ - ­ - � , ­ � I .... .. . � - 11 . . . 1, --- -­ , � ---- i L I (W/O OVERLAP MID PANEL LENGTH BOLT) I - .. ­­ -- --:-- I I - - -- , � I ,r ­­­ ­ - ­:- " - 7 --- - ! --- I , - - I I . I I - -- -� 1 4 i t ­­ . . ...... - - I j- - I - -- ', I I II ! i �7 q [ �; , , I I ­ 11, ­ ,/ 200" 1, i .1 - ­­;i­ � I - 1 USE 2'-8 . MIN. PANEL LENGTH , , � I . i AT ALL MOUNTINGS � I. � , S.S, OLTS i � � : i I � � . I � - : P , , - . A%,`,�*,,' , �, r W I1 , , �V I I AT E . OVEFRL� � I I � I I ./ I I � I I I . I .. I , ---- ill, 1111" I -1 ­­,-----�', - , . ­­.­­­­­� 1, --1 - - — ­-- .�,� , . I 1 � I , I I � I . I I—T 17-- 1 1 i . I I , . I I! � 1 4 I � I . i,6. - I I it, ! I I 1-1­;_1 -- --- f - 11 � I � . I , . ;, f ., 1 1 : I I I �,,­­ ­J -I �`li .... I . I � ----4--- F, "6 � M-.-.- i � -- - ---- --­111 I ­1 /\ ­ --- ---- ­­- :­­­­ 1 - ! I I � 1.­­ ­..­­­-- � ------- I ­­­ � ­1 - I I -7- - -- 1, - --1-I i I , I I i , -­­, , . �� -- ­ - -I I - I - .. - --- ­-1. ­­ ...I ­­­�­ 4 " - , � I I - , -� i - - - -1-r - � - - ... ­.... 'i � I I I, . I 1 �i� t�(D*TckESS AT STUD I I I . I I I ! � I I , 1 1 1 . I -7 - ­-] I . 1 --- " ,II -CATION 0 LIFE SAFETY - -1-11 ! 1 I , I . - 1 ­ --- - I , - A I ! I --d-­­-­-­ I . ­ I I i � I . , , I � � I P I ANEL BOTTOM I CORNE I RS t ,f � � 01 � I w! 1 6--- I , .--- ­­J � 19 b I I -OVERLAP-) , - 3 � I I I == WING NUT AT . EXTERIOR (_.._..._WING NUT AT I INSTALLATIONS ONLY VALID FOR + LEFT PANEL-- 11RIGHT PANEL 3", i;AT, I t WIND SPEEDS UP TO 175 ­p.,: R-IA/13, R-2A/13, R-3A/14, R-1311] /13, R-213/13, R-3B/14, 1, MIN.I R-IAW/15, R-2AW/15, R-3AW/16. It, R-113W/15, R-213W/15, R-38W/16. I _.,_-._..____-_ANCHORS (SEE SECTIONS & AITERNA:RVES ON SHEETS 13, 14, 15 soq .1 ­­­---­-­1­­­ .... . ­­- ­ 1/4" MAX, GAP -- - LIFE SAFETY STORM PANEL J) ELEVATION (t) � i SCALE 1/4"-I' ! i `-i1 REG'IlLAR 2, "'.. i(DIREGULAR - PANEL .: ,0�� 1, STORM PANEL (MIN. , I R -AP =1 WHOL- VALLEY', " I � STORM -74&1-­­ ----- � .­­---,;Iw-----­­ . -, .... ,, ------­ I ­..­­­-­­- I - ­ � ­ ------- - 1-1 ...... - . . ­­-­ --------- ­­- ------ -- MAX.---- , 11, 1. ­.. . � I � ,/ :. " l , I - X / - / ' , I I 1� � , W� I - I , , , . I-OvEPUAF-, \ . I � � - I \ / I � , �� / I I - ------ --/ - " ,­ a) I ""'IN".111", A :1Ill , FE �AP177Y PANEL .�tB r- 'I"'Y � ...... :.. 46;�%�. , ; FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone * EXTERIOR q. - .., \�btjvs,.. v '. %� ..* � .p � e %. . � 1w1i "LI'Llo. IVC. 24 GAGE GALVANIZED STEEL STORM PANEL IL.J..1­ , E./A G. HAWN BY it 11 NO­44167� -`.-,­ % * ! ­­ - - J - . ,:�­ . . � * , ------��-\ GLOBAL PROTECTION PRODUCTS, LLC. 12/05/11 DAI L SECTION A -A , : *, at '0'. S.. .8� �t STREET SCALE- Ile,"=!" 'A % , - 'Cir tv �.. � I . , q., iF - Ile, FIL �3�14 ­-\ r'D ritur Trsiwo & EHmAiTrRiNv Eom,,Amy - I .1. P,�,Kf: (G.5��685 4y A." - �IIA, -AA . -7545. `�: I." Nhg-P.797 . $1. 1 1 -214 !L -.�OpInN ,--`,�,3 .�, - , 1%. ­,��V, 'O I I "JAIII ­-AA1 � 1, �.­I ­ !All ,�, ­ Lb OU0019 LRWN0 NIA , , L t .,�i 9 �I NO j 4K W,L "E"", m,! �'. P., ­ .-- "/./I, -'- I - ,� IF 41 67 _ ,,, , , I SHEET 12 OF 16 INSTALLATION DETAILS FOR LIFE SAFETY 1;"i PANEL (I INTO WOOD STRUCTURES . .. ....... 1 ­ -- ,e .- . I " , - I �1' I 1 , 1 , F ­ 1-T --- ' ­­ � -11 . 1, x­,-­,-�; -�­F­ .... 1. -- ,,, , .. ., , " !!� ", ,,:�­ 11 ...... I --- . Z I,. - I � . � W WOOG dt.,AD,R /: I 1�1 I I - -t,00D HEAOF.R . I , ., I , , HEADFR /.. ., I .1 ... � I WOOD HEAULN I -- . J, - -t"OOD ­ - ` -- - REQUIRED if - " - , , I 11" I It 4t RLOUIR,I) /. --� � I I RCOUKZ� 0 4 R; LIKE[, �,> '.1 " I ­Q , I � , , I I � I / -� � '. ,, . � ,�, , H � ., � I , � I , .1 , I - ! ; I ,. I - I , , q . I Ili I I 1/4"iF TAFCON I /, � . ,I 1/4"O [AP,' -ON /� � 11 .� 1/4" TAPIC3.11 01 - 1/4'0 FAHCON . , I ; I I . I � �! -- . - % . 1 . I I ;,! 1 LHOR i -� I � I - - - ANCHOR 0 9" O.C. ��, 1, - ANCHOR iiR 9" U,C .. � AkcRoti 0 9, O.C. r, � AN� .. � �� , I � " I I I � t 1 J4 : " . I , . �/I Ii . . I �/ !I I I , i, 1.1, I , t III I , 11 /�, � � I I/ III I � 11 j ;! I . 11 � I I I I ) , jl� � -n2, � . 11 ,I I 1! 1 ­4) ,., I— 20 (2 '', _ , _ , I : , , I - , - - � e a 3 4�-, .�111 = 'I, (-,e 'i7j 1­1 i'Rl Il'. � , I ' - , ,�/ It I /2` � i 1/4' , , � �I: --iu , , k 1 " � ,,2� . , , "I I , --a � . 1/4. . , � l , Ill 11 I ,Ir i . , I / , , , , . ; � I , I 1/4' " / \ - I � " I I 1, I I MAX ,,� I � I I � , ; 1 , � i � NIA� X� .... . ..... ---- I \ , I � MAX - , I ,� 11 I I I , . .1 i � , � , I I II � I - -- . , ' 2 4 I i , I , , 2 , Jk, t , .., " 2 \ � 1 1 1 /I I % , ;J, ; . ; 1. I I � I 'I, ,/ mi", 1, Ili � I , I "I " , MI". \ , I �� � / "I Min , I f : � I % I , Min. ", iI 1 1 1 : 1� �/�/, �; I ly �, I 11 , l � . \ �i I ! ./ ., I. I i, �, , I I I "I � - ,I I I I I - I ­ i I . I . I - I I I � i ; I I .L I I I - , , 0� I --L I I I I` I ! I ! -fD1 I LI—NiLl� i -- 10 p I— i Ill I If 1111 -01 1/4'­200' i 11 : - 01 . 11 I 11 4-IZ2�Il ��p S LIS . . - 5�� � I ­­ -,., � -T- - , ! " II 11 : -- -1 : ­.- L - EA OVER , - AT -17- '�S. O,LTS N . It I I'- I ---f, - -- --- I ,/A ­2w* 1 AT T. xlqi / [ .... - 18/, , 5 I eXISTNq-11 ,/� lff=��- - EXISTING 11 �� , , 11 Q0 I I (�- ,,, I � aEtAAP � GLASS -I-- It I - . exISliu;, I I , 11U-=­­­=��,, - --- V-15F. FOR FAND . I I I I �­ AT E, ­ .. ... ... - �', ' i -11 GLASS IT ­--­--,k �� I - I =,I=, CLASS -1; . ­ I U1.jH MER T­ ) GLAS� 11 41 : � 1, , . - -- -­ --i ! II ,� i/ . 11 I I i "C MAX,� 0K, I I I L' MAX. I L - - - --- I'll ­L­­ "" I, IT— --- � .11 I ,, PANCIL LENGTH 19... -- - " 1-1- - � LL i ---- -- ,- L' [F­- -�­ � I i I I , --,-----4 1" � M.I. a. -­­.il- .--. - - (SEE ELEVATION i: I "' x 11 1 1 'i" "rFEEL11111ATICII ' RANCL LENGTH It I i ON SHEET 12) I-'.----- I I 1ANFI LENGTH .. _ I ON SHEET 12) I :i . ­T­­ ;(SEE ELEVATION It I_ ­� "I ---- - 11 (SEE ELEVAI 1 ON it W, I I - -A. . � I - --- - 1 --�- SHEET IT --- V, IT ON 4EE1 2) ii L - ;ON SHEET 12) if i" miI,. -1) ; _ __ : I I �`, I I I --T— I I ---T :i 11 , --..---.. A .--- �--SEP,TATIQN­ I I,- ,. ,A- I -10 11 1 - Min. I I ire v`1 - - r 1 : S 11 ir---SEPWATION* - I it I" ruin. I I - I to .L"�S /--I--- --C3) � !I 11 I .. Mir. , I TO GLASS. IgGG - T L/2 If-- SEPARATION - I I (D 11 / I I I IV- --- SEPARATION - I I 1. I TO GLASS. I I I i I I --4- 1 1 L I 1 6' I/ I L/2 I it TO GLASS, ----03 6" . t . I". :7 1 - I ; , I 1. I ­05 I \ (5) 1 1 ,/ I l I '. r, I , I .1 I :, " I ----- -I,- I I OC12 1/V 1 F­ ,�� I'll, , I I I "I � "', 0 C. , �, t1i � i I ; I -I--- - � - ,. I ... -­ - ---- j . . � - \ �� ­, , I 11 , I ".. ir . I I , " , -- ,� �- ," --- -- - . \ I- - - - � \ 1 , - " " . - " -, , <- I - F'O ,\' il I ,_v . L-- EQ. I ,- � �." ro, ,� - ,- ­. I � -, I I., !I 11 L- �� I I- NrA END . , , ,- � .... . - I � - I ! �, � � I . ,2i4, S �- 4444 ff� - 2-\ � l� . I �� I I 1 \ 0 12 ,/2 ,.,. tij� I ""I I ­�, -23.3/`, I ' ,�\ � i " � I � Is. HE , I j I, � .4" WOOD \ I . k il . -4�.,. , " �. - SOLTS !I � �, 7 -C�) . � i� -1 � I 1 I �X �D.C. M.S 17, 11 I I 1: � �71 77�) 2 E 1, , , , I '! III , - �- . 1, - -;0K0L11' I 1 1 1 � I , \ i , � ! � 1 I 1h R� N I � i 1 ,� 1, 1 . 0 12 , 1 JI; PI'AT � ,j, ' I , � QUIRED \11 1 [" i 1 Ili if ' � \ I - 1i i il � 1 1/4-0 1APO � I "'. 'I � '' J�' 1/4'0 IAPCON I I __ 1/4"O TAPCON 2"I,4� WOOD � ­ I '.� � I I; . I 1 I v� - 11 , - *("I OR Q 9" O.C. . ANCHOR 0 f4' O.C. PLATE -�, � I I ." 1 � I I - I i _:,, , ON I , I, ­ i . ,'�' -­ -1 . t 4 1 ) 1,1 ANCHOR 0 9' 0 C. � � - !;I I I , I I I � I 1 , j., � ; REQUIRED _',/ -0 TAPCON , I - \ I - , 1. , .. � . I i 1 . ANCHOR 9 9- O,C. � 11 � STAGGERED W/ STUD " \ . III STAGGERED W/ STUD . I 1 I 11 \�, , i� , � , 1 t \ I ,�, ii , . I 1 . � I I i I I I - \ . .4 .� I , I I ", 1--, , � � I I % I! � ­ �!�� , 2',,4" WOOD I— 3 i -2 WOOD .. I i 1 l 11 , � .. 1. I I i _I-rl PLATE � I I i,,�-- I .I--- I ls� I 1, -I",- - L. PLATE �i ­ , , I i I 1� I .11111­1­ , . �. -----L- r, :j RLOUIRI'D _ I I , J LL ALTERNATIVE R-1AW ALTERNATIVE R-2AW ALTERNATIVE R-ZBW 0 REGULAR PANELS 0 LIFE SAFETY PANEL 0 REQUAR PANELS 0 LIFE SAFETY PANEL W LL MOUNTINGS WALL MOUNTINGS SCALE 3/8-1" 110 ... 00 ...... SCALE 3/8=1- ..� ytz/;�%L FLORIDA BUILDING CODE U01 �. A:. T, ,'--- (Non High Velocity Hurricane Zone ­ - NOTES: 0 C./M.C.". Yv �W e .--`\�CENS�-%�� -- *1 pzu!, 110ECO. INC 24 GAGE GALVANIZED STEEL STORM PANEL A.E./A.G. . . I- DRAW By. ! N'S)AiIATION ARE ONLY VALID FOR A.SQ DESIGN 1• NO­441V ' . , - ' - 2/.5/11 (p.s.f) AND PANEL LENGTHS AS PER * - - -- I * - - - - - GLOBAL PROTECTION PRODUCTS, LLC. ' FATE. WIND LOADS ' -- - ­ - I T 12. I * s _ _ ELEVATION ON' SHEE % , '. -* � . , " J GLOBAL 48QU SM, 51 SWELI 2. FOR NEW WOOD FRAME CONSTRUCT:011: IVOOD ' ':$ % STA�E Or,�-'IIi_ �' CTIL 1T TES'FING & ENCIA&EINNr COMPANY OWE. FL. 3331� ", _,7g I 11-214 1,AEI,Aa'RS TO BE SOUTHERN PINE No 2, Wl SPECIFIC � . I I 4j, �, - I., ­ 11 .,,�;'Z ­,'� -FIAA n ­. PHONC, (454)550­545. FAx (9S4) - - � MIMING 14.; DENSITY OF 0.55 OR EQUAL, %' 01�7'ZIDRVA,"P�l -- - : ') el-3 A16 719 �`H 6" 'A"' -I- i I ­ i - - I , -- Ir A40IR i .. .-1. POIMI - - f�9*;rlll.�1111W�l I 1.11, I � I ­ I., '! - I S.", ­ OF '. INSTALLATION DETAILS FOR SERIES 2000 E—Z HANG - STORM PANEL If INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES ­17 , 1 "I - 1, � ! - , � I I F�ISTIHG PEORED ­­ : CQNCRL-�E OR 11/1 "�', - , , ".- � -­ , ,I , ' � ­ 1 /4�m TAP(:, IN ­44C -1 ; I CONCRETE BLOCK �, P-O IRFI) " �, , I I � 1 I 'HOR 0 , A � , 1- i/4 II TAPC( ///-J,�-,' �, �v � / � " /, ANCHOR 4 ir C'.c­ , ,/, , ,, �J /� -ul . I , - - 1", "" --f I . 7� #14.1" ),EX HEAD �LK SCREW 0 -" 'ROM ,�/ 4 EDGE OF Qj � WOOD `LAOLR ED REQUIRED /�/-,..].,� /I �/ I � ; - / 1� . ! ; I I '�I I / 1/ I I fl! Ill I Ill t, I ­ 11 -1'--��,` - -0- - ' r` 3 1 I � li _ _ _a I � I #14A!" HEX HEAD ILK -W - FROM SCREW ' X4 ED4 OPFU I m// ,,�,x W�/, � �� 1/2" 1 1/s"­Ofl' -- S.S. EDITS iII,o 11 -- i 7 AT EA. �­� ii 1" Min. i '.. I I/ I , -, 1 � II - SEPARATION-- 1 I I 06"o I LXI�iIIlqG_Ij TO GLASS. I I 'ALUMINUM POP I GLASS it 11 I I RIVET -- 10 i I f , 1-­2�- e"-O- s; S@OLIs ..' 13 11 . ',, I MAX, AT EX �� 11 Ill i - '[- ­-i PANEL LENGTH * . � . ­ n� - _-I - -- I I ; 11 I" M;.,. I � I II -SEPARATION - I I I 11 ,,, GLASS - i I - d) I I I I 11 11 , "'. ­1/420.2' - THUMBSCREW 0, 50% I I 1" I I . 1, I I 0 �- ,� 11 � , I , ,,1 - , - ,, ' I ". / , 1/4"O TAPCON , ANCHOR 0 12 ;� O.C. I � " --• .. ­ -EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. WALL MOUNTING SECTION EZI SCALE 3/8=1" ------ NOTES, Ir"D L SHALL. PANEL. LFNCTH 1. INSTALLATION ARE ONLY VALID FOR A.SD. D7S;GN W .",ALL BE 2'-6' ' LOADS +/-- 40,0 p.sf, AND 6'-0" MAY, PANEL LENGTH, Z. FOR NEW WOOD rRAKIII= CONSTRJCTION: WOOD � �, MEMBERS TO BE SOIJII�ERN PINE No 2 k/ SPE(�I-IC DENSIFY OF 0.55 OR EQUAL. L- In ­­ - ­; ..... ..... -- I WALL MOUNTING ALTERNATIVE EZ1W SCALE 3/8=1" 00" N �,j� . Tktl;, J,,o , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone !C` ,4�,­,*Q­iii�­ - - -�- -.... . .. I � i, zo I I 1k IE`70o `A7. 24 GAGE GALVANIZED STEEL STORM PANEL I... ..C.V. IRE./A.G. , NO. 44 i 67 1 ORAiliN 61: GLOBALPROTECTION PRODUCTS, LLC. 12/o5/" wt:� .'* , -, * ! - I -1-r J!," -�,.-:i * I- : \ / . --­­.- � - - -0'-.;;:w � kolF, : i ,�� . I'- - 11LIEC07 \ z- �b. S.W.sw 51 , . ,�,, - .1., , .1 • 00;1---� " 's,RECT .1 n. 3. 3,4 CAME. P,M.': �654)MS-;145. FAX (954�680-87S7 11-214 Ta T TESNNG & ENGINEMNO GO ANY III. ". li . .� . .. 1. ­ . � 'I O . R ...."-, I .1 .. . ;, -- - --,TOO "" 671; -) ­ ".'I "' - ` .LIIA- onoLol,r Jr, PS �MNJIG N.: - I - 1017ftswIvIelk -!L,�-g-.-.:-.�,,­l � I I SHEET IF OF 15 I 6 z 4� 0 0� C) 0 0 ­j -j >- LL - - > C) 9­j 0 < W z I—F- < Z I-- Z -J W W0� 2 C) 0 -i -j -) co M 2 . () ()� z LLB M 0 W w LLI Z) 0 D W LLJ [if O� -r �— (�/-) = 0 cr) 0 00� (D _j Z __j -i < Z LJJ _j 0 w < d z in- Z) U) LLJ of of CD W < z 0 0 00 z 2 (D LU I-J 0 0 -i 0 (D CN m N I-- w = :2 (D 0 0 z Of �­ 0 a- z 0 n J 0 Z z I t .41� UU I ISSUE DATE ALIGUST2008 REVISION DATE 3-7-2012 1 1 SHEET m PRODUCT I APPROVAL I I I I WALTER A. TILLIT, JR., P,E, REPORT NO.: DATE: wwIZrlrrw 1 E iltii_ TII.UT TESTING & (ENGINEERING COMPANY PRODUCT EVALUATION REPORT 11-1208.07 December 08,2011 PRODUCT CAT IGOR`► .- Hurricane Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: GPP Fabric Shutter -Series 2000 MANUFACTURER. Global Protection. Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 ti1.tew(gf caiot,GOT,n tL P.0 License Na 44167 FL L.R, Ltcotlss arc, 0006719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (.System ID # ,1906) to Global Protection Products, LLC., manufacturer, based on Rule Chapter No. 9B-72.070, Method 1d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an 'Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the: Florida Building Cade, and to verify that the product is for the: purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1- PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No- 11-212, titled "GPP Fabric Shutter -Series 2000", sheets 1. thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tilli t"ltx� ` �'orl'6dG /9f2011. This drawing; is an integral part of this Evaluation Report, 1a �"i ,,..... �d� ,-_ .�` . .. ... __ '� 6355 N.W.36th Street; Suite 305, Miami, Florida 33166 - Phone: (3051 871-1530 - Fax: (305) 871-1531 PR__QPVC_T EY�iL V. tQ_N kEMRT NO. 11-1208.07 2 2.2. TEST REPORTS: Large missile impact load tests were: performed under ASTM E-188I6 and ASTM E-1996 standards as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1715.5.3; per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, report No, 09(k1.01-09, dated 02/17/10, witnessed, Signed and sealed by Edmnundo Largaespada, P.E. Tensile test report No. 9IM-86519It M-1127 by QC Metalhrrgical, Inc., dated November 30, 2009, signed and sealed by Frank ("irate, P.F. Eire Test Report No. 95138,01-106-18 by Architectural Testing Inc, dated 10/15/09, signed and sealed by Joseph A. Reed, P.E. 2-4. STRUCTURAL,,ENGINEERING CALCULATIONS: On CiPP fabric Shutter -Series 2000 fcw maxirnuna panel length vs. design wind load, as well as, maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1.604 of the Florida Building; Lode. Calculations prepared by Tilleco, Inc., dated 09/03/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609,1.2 of the Florida Building Code, as per ASTM E-1996 corresponding to missile type D (basic protection). 4. Wl I LOADS RESISTANCE. GPP Fabric Shutter -Series 2000 has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 13 of 15 of Product Evaluation Document (P'.E.D), drawing No. 1 I-212. Maximum Anchor Spacing shall be as indira.ted on sheets 14 and 15 of 15, of Product Evaluation. Document (P.E.D.), drawing No. 11-212, GPP Fabric Shutter -Series 2000 has been verified for code compliance to work as a non- porous storm shutter assembly, as per section 3.2.8 of ASTM E-1996. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 4 thru 12 of 15, of Product Evaluation Document (T.E,D,), drawing No, I 1-'212. X1Iirulnum separation to glass shall be as indicated on sheet 1.3 of 15, of .Product Evaluation Document (P.E.D.), drawing No. I 1-212. aaalr0 �Tj M"'`-_ te'' `- Nit CGE yi.` 9X 4� _ _ .W- ­'. -_ 10R1DN.- ONA L CIA' 1'ROI)UCCI' F.VAt.UA"1'IO N REPoR,r NO. 1 1-12118.0;' 3 6. MATERIAL CHARACTERISTICS ANDi SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 15, of Product Evaluation Document (P.E.D.), drawing No. 11-212. Anchor specifications shall be as indicated on sheets 2, 14 and 15 of 15, of Product Evaluation Document (P.E.D.), drawing; No. I 1-212. 7. LEWNATIONS AND CONDITIONS OF USE: 7. L Shall be strictly in compliance with General Notes No, 1, 5 thru 12, indicated oil sheet I of 15 of Product Evaluation Document (P.E.D), drawing No. 11-212prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.B. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product :shall only be installed into poured concrete, grout filled concrete block, hollow concrete block, steel and wood frame structures, Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida E13-0006719). ,a���III ���.... 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"cl .:., i`P. , i'I sr _ _--. -'l sa_^` .i . . `-- - a + j '7 `-'J!� A _, EEG' 7,� E:LCJ'RED of ,::E Jt:R`s_;CTC-N WHEPE THEJ_ SHU'it!Y! AI- HE WSIAL�ED ,uN-_ __.., _ -.. -,_ .,,_I ( i,F hE. „Fk F,ANOF,•.+"TJRtR RE..- MmIFNDA:ION S, I _ .. reaw .... .: .. ! �t w,e z \\ ` (-- -�Fa.tTl • n - - _ "G ' FC , DAFC N (.i.Y F - If. La UE ';SIN^ yCt ' F',u IDiSf LAT1�';i5 Jo-; is T,.07,1 t„C AND _ ALL xr c,;<Et ) - \ ,� -"`Nt) Ea, ', .' I ����, 3- -- \\.,...-. r ... - -`tq.. �I i;: FAAXIM.:M (A.5.0.1 .1Ea1GhJ F;t.S>,..k: ;iAIIN6F INDICATED v°; NOTt: 7 a - :, -.. - r., •-c :c _ ., .r, ,. b % r..- -.r r NOT 'X!.'EEu 1 '^ - I. c} A.". Rs THE ,.raPON.;IBII.!TY OF 1 :F. CJN,Y?,CTO, IJ +.,`.IY HE C NDJESS OF •. ., ( - -._ ( � ;, i i -.... '�-`L'",. ,- -�. .... .- . r, -_ _` ..,... T.f -.-_ rum.,. IN ,1R:)r_R TO ARif-R THE ABOVE CONDDON, 0_ F, -- CFSiar WIND a,AUS '-iFTFRMNhD PFR THE -II JCILRE WHL:(E PRODUCT iS '.0 of +7TA.C4LU TC INSJRE PROP£. ANC ORAGE \ .,-- - -_-_ e.s.n„ ., ' ''•. � il..._ ,`,\ ASCC 7-10 SHA:. 1., BE FIRS- 6cDUCED T:.A.SD, DESIGN WINu LOAD_ LY :Air;:; IPC, ITN, THEM BY THS `':-RCOUCT SHA• ONLY BE ATTA HED i0 FOURED CONCRETE, ,,RDJT FI -_ FIT O.^_K, r r _ - r 1 it -` ''C� I? IT l.A�=D Oav' i5 0i6 IN ORt,Ex IO COMPARE THFSE. W; MAX. iA,S.C, DESIGN PRFSSUR' taATINGS INDCATFU OI :OTL9 t A•. a. HOLLOW BLOCK, W0,00 AND SIECL FRA41_ BUI�MN S WiTH L+! R IONS INDC ,� TH � I I., . - '.. ''-,� -S - 1� 'I j'� t) ci \ DRAWING, IN ORDER TO t.::IrY CCitdPQNCN'S ANCHORS ON T-:15 F.EL 4S WERE I ua /' 'n : 1�i ° \ \ ; .1--i c j -4-Al' :' \ \ .; j i .AT •'aPtO !ESiED _ „e -o c-'1 -t.-• .,gyp.. e a ,F o 1 1 c TI_ L"d5fAlLA ION GvIJTRA. "` !S TiJ SEAT_ CA.UIh P.t :. PRQ.rJCi t.CFnPi.NENi EUCE.S NOT O.� IN I ... T, ,FE TV Tv R �I.,LS_EJ, n _Sx ,- _ASS f ALLOY,A�L_ S f _S.. FOR •N!FID _0AD5 V,A_ C R / 1= e l> *, R6�4F1 e.x&1. ;\ N;x '.A to spw °R,x+ �,.i saiN ( .,e 1 A :"a, v_� `- \ \_J \� r,Nrec. .,.\\. mar. -a�Fn'+'su.e r ` au. .,. NC1T- 1. cFD IN TNEII? ,i4PxYSl:; VvHI RFMH N IN CONTINUOUS ONIAC I WITH TH - UI, LDING TO PREV^NT 6t:NO/R,\fN Puv¢ ( so- I :[. W.- tl Esc sot¢ yfi vTEwt n sR s a M ' es van ,1; . "� " w °f�'r _ ..\ .� m gl[Er ,L r' 3 �(�.- I. �` P - ... —_ _-_.. _ _. _ _----- _,-'- '-__--.. _ _..____. IN!RC ION. -:•iSTA� t.110N a d OR :NG C1 GASTFNEr,� t=.Nii S_E_vES (AS PPPJuAGLES iNTC ,.t$`: n 11 � @z srtr ly i '' _ :r - a ¢w,x I �; � (n'' - -- �'-!A� �;: - ` � I*ry TI6 'P"J'I MAXIt,-UM A S C. 0E81GN 1'Rr"_55UFE R+`,Fth:G, MF,c a.' +, rANEL SPAN &. MINIMUM `iEPARATIGr, TO EXISTiN:; SIRU(:TIJRE'S FINISH Sii. l.l_ BE CAREFULLY PERFORMED IN SUGI A WA'! THAT ! i I I ! If vu',a ;'°n ,.o:,,q ;i t,�,. sn,mtnE pf � :. Gt ASS SHALL 3F AS NOCATCD Ott SCHEDULES #1 �2 Cti SHFFT 1 �, FINISH AROUND FASTLNErtB IS NQT DAtdAGED. SiDCY;'ALri DC_TS 1SCREWS GR RODS) _ . __ .. _ _— _-..._._ _.__i.. .. - I- ,..__ _ _ j i ! I I - , c�'sar lz . �,j Q "� : -_ ..a? III Mtn eft, �a..:: _ - 1. , 0A SHALL DL LET i JG ALL CC( RESPONDING ANCHOR'S t CCATiON. _ I o,-v,r"` w.,_ PRvLUCT .; ADEQUACY FGrc !MP,^,,,T AND WIND G'CSI (AkCL 'a+> BEEN VERIFIED IN C c - •` F: Ft- T I . I RA'hfN(; P F - ,JL1CT' J TA :C ; "F CC.M WITFI E P-.,: INGIL T IN H ) ...U.. ACCORDANCE WITH 5E.C?tC^J 1609 2 OF THE ABOVE .AENTIONED CODt' AS TER AMCRCAN 4. RO S NS ELAT s IAu ; I )jR FFSTINC LAB OF SC•LrrHFLORIDA-REPORT 090A.01-09, AS PER ASTM F 1886-05 ANY B -LDING AP{D 2GNiNG REGULATAN_ RcOViDFD BY THE IJRIS:NCT!CN WHERE_ PERMIT I '' '': .rix5"«ow""I +-"� r ,}' I 1996-05 ANu E 33002 ST.ANDAROS, GURU YiNG INSTALLATIONS FOR WIND' ZONES i, IS APPLIED TO. .�Z ,'-(�'i ' 3 ,k a, MISSILE TYPE D, APPLICAOLE TO 6a IC PROTECTICN FOR iNSIAL(ATn]N5 A-i ESSENTIAL FACIIIT:FS AS DEFINED BY SECTIONS 6.2.i.t, 6.2.L2 AND 8.3 OF ASTM E D- (a) li'ITS PRODUCT tV,'UJAT0tJ COCUMCP:T tP.E.::.i PREPARE(. NY INIS tNGF'YEF:R y1�' +; ''+'-- j- __0 :✓'DON ':/CJ / -_ _,,, 4, �....- ,- --'1�96-U5. t,-,� GENERIC ANU DOES NOT PROVIDE INFORMAuoN FOR A SITEE SPECIFIC PROJtCT; i- I .S c " _ -,_ E,WHERE TflE SITE CONDITIONS DEVIATE FROM THE P,E-D. ,__< }. _ __ �o. 1 i -D 1... i (N... G: T -•, L .v . - F:C•I T, - __ , ' ! IL_ ,��� ] I I' _I±N,a .'� L.. `.. F .µppCS ! ''(FJ '--NiM.WS I_. ,.. � ..__ Ii_,,1 - _ _ ,.'_ -/ ! I �r .. (F t ' - S:, I i'„" A .!\ IN. AT. (.,) CO R... OR TO t9, RFS-ON.. _LL FUR ht. SLLEL1 L ,, - ., I SC ., „^ S AFL. IJN - 3. A6K1„ A,AUE ;!tu6{ HIGH DENSITY FGLYE,IIYL�ti� T.�FE� (,aril tL• C•N 1 SIDES .YtTN INCLUDhJv LIFE �AFcT, OF TFlln PRODUCT 6AS,.D ON T)iIS P.E.C. F'RO\L.,ED HE/SHE DENSITY :... F :'-.HN"1NRi 'f- F And Par•1 wwn, ,wcxaas x (� -, (, LR Su. ua J (@E£ 9(nL:,Us£ r1 'T 7'. (Sa SCIICW c P liYn.l'. (SEE SCIfCfxN. PJ ,i, (SLL SbaWLL Ps '---(sEE scnt0u,E 1L...� (,,. �+` (Tr@J T 1,, 'n' � 1 ar a+Frr,a) CN SflEe ) niaK_ muln i PnnC4 wlcm ' r sNs-r ,a7 ru�a � � E eN .>?,irrI+I\tsce . , —_ - u,,,an = txrsn,w utw A: m) ..__.� - FI/M.,, �:F-OL`IETHYLERE `F(`. ,.•-, - vc" ,•_ :n , .r DOES NJT ULV'.nrE FT20M IHt.- CUNDI PIONS Di: tP,tLEC' ON TFIIS DOCUMENT. IGW ui:?l51TY POL"HYLEF,t AN., l:,M.INATEu FQG::iHEH W'ITri f3 LOW _ 0M sir u16 Raw¢ ,noon 1 y ,_ ua+mucE J,_. J L .<,¢ ,:-r,Ea.r. f,_ +-t Z snu�,LE n--' :_.. tsa 1 a veto ,1j A d, �*: 'J) A .G i . --- . _. �_ '�-. .... .--..._..... -_..._ ; ,_. _ ;` .,smcSAFLTY -4 . STE IS THE CONTRACTOR'-= RESPONS&UTv MODEL X?19M N1, MANUFACTURED DY '"ABRE'J�)INQ, 2a0 DUI RD. CDNSTRCiCTION ?" Et.v +U''U NJR H bAv '?tv. f , ,ANADA P'5 87.1. w sect ul 4 a. sac u) A A _ rt G a:a m. >N .vas -' _ - ,afa,:•rJfE (•.r1 n(.(rowe E c.o: -_.r _rnF s- - _ vFnunm !.;ui eNcer,.) "' r-_1�'-' - .( H VL rHE F' OWNG' FROPERTfEs' {c) 1-, P.E.O WI. HE C()JSIG'-RED .^.`✓ALTO 1F AI TFRE6 B A.dY MEAtt� / / I j / ��/ I/ 7 „a,�nac .�.r„ n_�.t G A .'i! {l r<, s•,en n _R.!'ir R7:Fc <EcUyl jtSi M_FTlytl (d) _ITF SPECIFIC PROJECT HA HF hRt PS t 6 A : i_ORIDA Rr S HE - tN CTNEER 'r STUDDED EO ANGLE N ' ll JD DANGLE I EVA T10N FOR J DD ELEVATION FOR 5 f T E ELE � a ( f 0 'ALCM uNT OED WALL FORSTUDDED 5 c R ARCHITECT WHICH 1 rc,Ofv THE ENGINEER IH U R LJ J E OF FOR THE 0 RL Ems. 4 B_ E F •) '+:I ' - v - 7 ' ( . T WEIGHT. 10.a c' ASi'M ' WIT e/'e' U3, 5 •20J:C WHO W T -,. RESPJN "H E. FOR H :-'FLfi S- OF -NE i i AND W F L I PROPER USE T Y F RS7 DDED ANGL. ' T FOR DIRECT WALL LINT ELEVATION FO U L OLJNT ELEVATION R DIR MO WA M U RE CONCRETE GROUT L MOUNT TOP U D ,��- ELEVATION I ANGLE 'WALL I a. sntr, , ) _ANGLE '- EEL SU85TR ..A BUILT TO ST SUBSTRATE AT _ .1 _.D F'JCIMEER OF RF,.1RD. ACTING AS A. DCLL„AIFfi EN „VtEI{ Tii TtiE - -�.t-- -T TO POURED CONCRETE. FLOOR 70 CEILING MOUNT FlLLEO BLOCK HOLLOW BLOCK OR WOOD TO STEEL SUBSTRATE WALL MOUNT TO POURED CONCRETE CONCRETE, G l T FILLED OM BLOCK, HOLLOW BLOCK, TO POURED N 7' BOTT. GROUT FILLED LO C A TOP & : TUP & 5TUDbED ANGLE FLOOR FOR S7UDCE� ANGI E WALL 6AOLINT TO FOR STUUDFQ,ANGLE WALL MOUNT TO - ^� 1 ' ARP N. R ^ d• P iID' " 2• N c.. `,T. UC ilc.r. 16 'AP _ilr s4ARP ASTM £' ,.., tUENGINF.FR SHAI. SUBMIT TO `HIS. LATTER LER THE Sllh. SPC.CIFiC. DEAN ,Go I'v'k , J3"` T BL L LI.OW BLO K OR SUBS RA EAT GROUT FILLED 4C WOOD OR STEEL SUBSTRATE BLOCK HOLL06NBLOCK OR MOUNT' TO POURED CUNCRE7E.GROUT FILLED CONCRETE GROU'FIL Eb BLOCK OR POURED CONS 1 WOOD 6UBSTRATE AT TOP& E Ta, roP& 27.9 TAPES/:t WE.�:F`f REVIEW. AT TOP & BOTTOM WOOD SUBSTRATE AT TOP &BOTTOM WOOD SUBSTRATE A7 TOP & BOTTOM BLOCK OR 1. ST000EDANO:EFIOORMOUNTTOWOOD HOLLOWSLOCKb+J86TRATE STUDDED ANGLE F.OUR�Ul1JJ7 TO POURED ,;3} ItNSI'..E MAX!txIJt.R: S7P.FNG-H. 1h 1'r.RIIL'A'-) ASTM 07i' (a, 11 I P.CI) Sr1A L D AR i �E DATE AND ORIv'.A.- SEAL ANU SIGNATURE 'OF THE 1. SUBSTRATE AT§OTTOM CONCRETE GROUT FILLEII BLOCK OR HOLLOW BLOCK SUBSTRATEAT BOTTOM 11. a-f (HCRIZGNTAI ; . ROf-ESSICNAL !' GINFER Ot RECORD F-IA1 PREPARCO IT. SINGLE PANEL ELEVATIONS SECTIOINS E - E (G) C AT;WG: 0.9 nI NATJ=:AL ASTM 01777 MOD I, Pnaa UC MANJ A.fJ L 5 TAPE!- SI BE. Ll) ED ON A uEALYLY VISIBLE 'OCAPON SCALE I/2_m V-0` Sc E�7"--- SECTIONS (a - D AT ,ODUCT ;N ACCORDANCE E WIrH SE ON 1 :%15 8 OF FLOC O BUILDING CODE. ONE SELF N"GPJ Irt{ C, .TURE' 320'C ?3rp Dtg;? ;_ABEL SIALL BE PLACED FOP EVERY C NINE LABELING 70 CO PLY WITH. S`CTION A - BRI. S-rL DJIRELI COVERTriE OPFNIN,'^ WIDTH �fwi/s _+. w«<1 ,- '.ASt'� h.,.vlT DO 1, TC UF:-RAT ;xE: 34Ci t= ip„n< 171 b.P.2 OF TH, :'.c:,ID1 HU11CANG CODE. r OF r A TH NO NEED ,yy,' wL � Ft.ORIOA BUILDING CODE (Non Nigr. Velc;i:ily burr cnr,e Z�re'1 t r + iilOL N. ,! ,� e(/ •q FLOWOA BUILDING CODE tNpn H'tct \ < ._; H�,rnenre Zen•.; ,. ( FLOROABUILDING CODE (N n HI,'r; val ,,, Hur,,,-r Zc -,' I ) '2F.TE OI .:N: a.n. ., m,r. _,: - - ...A`SS -..C2 AS r, D635 ,11h. /, . ••'••'••., GJ11, Ia.JYF,u rC. "••EN v� GPP FABRIC SHUTTER 2000 +a ,i+ - L.G./i.G. 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MODEL X719N7 N1 W 21-OT•3,25" HEMMED EDGES AT (�% TOP & BOTTOM ENDS, PER DETAIL X ON THIS SHEET. �WAYS ONE ENTIRE PIECE, EXCEPT WHERE OVERLAPS ARE ALLOWED_ _.__ _ _ ___ - _____- _ . -. _ ____-....__ _ _-__ _. �� ROLLED RIM GROMMET (RRG#2l4S-00392) WITH SPUR NfASHER (RRGG2/45-(X)662) \=,.' HEAVY-DUTY BRASS VW I'll D IN RESPECT TO FABRIC __ ___ -. -_ -__ __, _ --- --- ( C: ) 1/4"0-2DO 112" SIDE WALK BOLT (AI51304 SERIES STAINLESS STEEL) FENDERWASHER (AISI 3045ERIE8 STAINLESS STEEl7 `r SAFETYNUT Wl 114 0.20 THREADS (AISI SO4 SERIES STAINLESS STEEL) J .... _. ..__-_.. _. _, __ -- .-_ . _ . (11l2'xiirrOt EXTRUDED6363-To ALUMINUM ALLOY ANGLE 1ISTUDS 080c .. r G ` ALUMINUM SLEEVE (8ou3-T5 ALUMI NUM ALLOY) \..� ___- -_ __- _. __ _ . _ ...- .. _.. ___ ) 7!B"0x3 W 3a° WASHERED UVrNGNU) W! 1!4 0-20 THREADS (ZAMAC NICKEL PLATED) -_ _.-_ ---- i} 1180x3M32 WASHEREDWINGNUTW71l4"0-20THREADS(ZAMAC NICKELPLATED) ....- �_.. - -_ . __ . 1140 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR ___ ---- (1 5l15 0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR rp 5MB"O ELCO CONSTRUCTION PRODUCTS IILTRACON ANCHOR . - W! i' THREADED PENETRATON - ._-__. _. - _ _ _____.---- i3 6 0 u ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR W/2°THREADED PENETRATION -.. -.-.___.__..._., __ __...__ --__ __.._.___...._-_____-_____ U 1/4 ELCO CON9TRUCTION PRODUCTS PANELMATEV PRO W! 5/4'0-20 THREADS ... __.. .___._ _. _ ._.-_ UPI TWO ELCO CONSTRUCTION PRODUCTS PANELMATE V, FEMALE ID W71l40-20 THREADS ..----._ _ ___- ___`.- -_- _ ._. _- __ KC1/4"0x3/S'ALL POINT SO LID -SET ANCHOR VdIWO-20 THREADS _ _-.. -_- - -..__ Kit 11210 ELCO CONSTRUCTION PRODUCTS PANELMATE ,& L INSERT W1114'0 20 THREADS 1 f4" O�20 xi 1t2' AISI 304 SERIES S.S. ROD Wl 1 f4 0-20 THREADS C) - - - .__-_ -._-_-_......- .____--.._.___ lL 1 1/4"0-20 x3 AISI 304 SERIES S.S. ROD W/ 1/41k1"20 THREADS ---' . _--- - '--.-------- - - --- -- - - ....._-__. 5li6"0 ELGO CONSTRUCTION PRODUCTS HANGERMATE6 M W/114"0-20 THREADS IEZG365 ANCHOR, GIMLET POINT) CARBON STEEL (AISI C10821) CASE HARDENED AND TEMPERED _____. _..._._. -__._-..__-..._-___---.-..- _ _ 1l4"0-iD ELCO CONSTRUCTION PRODUCTS HANGERMLATEZ lMI) VJ1114"0-20 THREADS (EZG910 ANCHOR, SELF -DRILLING POINT) CARBON STEEL (AISI C10821) CASE HARDENED AND TEMPERED ---..-_ . _ _ ___ . _.__ ..___ i r H4^O ELCO CONSTRUCTION PRODUCTS FAB-LOK HD W!1140-'O THREADS _ ----- _.... ..__. _ _. - -- % `' 3B"0 ELCO CONSTRUCT ON PRODUCTS MODIFIED CONFLEY WI Il4"W-20 THREADS / _.-__...... _ __..._._-.... _.....-____ _. _-._ _ _ . P) 1/2 0-1 9/16" POWER ANCHOR Wf 318 fE 20 THP.EADS _-..... ._. _ _ -. _ - _.._-_ _...._ -_ 1.�`),,' 3,'B"0-2OXi 1f2" SIDE WALK BOLT (A151304 SERIES STAINLESS STEEL) _ _,.-._ . _._ i __ _ ._-__ 1 al .. _ _,.,. '11MI I vo.^.:, E.D. i ,0CG`I 3,250" 2 C00" d I. _i__. , Hear1ED EDecs ONE k 'If S}11CI1EG i _I,,s iM"t1i. ,-.` -( C ) +T .: JU"-I.DOO" -/ FROt.1 END CUT NEM) L 2 U _' z5, ' II.a00" L.._..,___- _- ._ -- EXTERIOR _ I ,. ,-_, a t �/ TYPICAL HEMMED EDGE FABRIC DETAIL X SCALE: 3/+' ^ 1 TWO ROWS STITCHING SHALL CONSIST OF SIX LOCK STITCHES PER INCH 1h`ITI-I 12/4 PUi.YESTEFt THREAi36, TWISTED TOGETHER WITH 2% L.UBRiCAFION & SILICONE PER .ASTM D-6193. - A, ��R A. ]'� "--„+ FLORIDA BUILDING CODE (No,, Hi F. Velocity Hu, rccre Zon8 ... vC IEF - t// `, bxot, tK C>, .t . GPP FABRIC SHUTTER -SERIES 2000 L.a/A,G. mAvx1 DY N0. 441fi7_. • �� C9 aNc. GLD BAL, PROTECTION PRODUCTS. LLC. x/a,1n DAie _ r _., 7} ID. R TESTING & ENff NEFfNkG COMP kkY 000 S DI STREET DA. c 1L 333 ,t 1 1 -.21 2 �+-� p5.3 N.w. _ _ns, Vl�l�'`4� ,* , i ...ON. 5.) e i rAx: res4lbEs 9'9J nG ,: I,,- .erH 9 �.cto aRAY. SMELT : a `5 ••1Y� -R :��cr ` ,,,I'MFA Dom_,,. - . O IA .1 DWG:.. r.E_ .. ,FL W - p , �'I iDPi ,..A,I'P S -L 'i 3"9Ei r. GP A )4 6• - .__ 2 I 1 \ ._� Lxsr_w^ sttrtcc (pP % A4T;H - -______ _ ..._ _.- -.._ r ___. __- __. ,: (SECS Eil.E; a; ' I I JN SHEET +wj ._ I 11 ,- x H �, v 5..- CHED`ULE #31. ! {�Y ON SHEET 157 ', I -.. � - I I I I::. MS.i+tw WLOM 0 I __-_- \"' - \\ ; I i \ \\\ J I J EXISTING A f D.A, I,,II. ,. II - `II o I I \ '. _. 1 1'>4" 'WOOD- g1 HEADER RLU O ht �� U 1 I t A,._ I \..l(,.. n, (_A ti M�%. 7 __ 9 1�%1" I 1I s� 1- a' I,--- I -----I I al , (3 SCHE'r VIE $'.. `; : -' C� MAX r W. U 1 - 'I v 12- a.i. PANEL o ;T„a.).c 7A- __� u- (TYP. ( 45^diF.�9iIlE pB 1 , .� w 5 EET 13) .I -- i 0 ,2' MA,. Se __ I i ! PANE. (ivP.) PAN '' I a I S Hex E t; I+ INTERIOR 1 ____. 4___ i ,'' ON SHEET 17) I� M;n.0 GL;SS DN _ (T'°') .+___ __ _ _____ .._ E,G I I L-(^.EC SCHEDULE §2 •---.._T ._.. ._.. .., _.... - -.I I - _.__. -I 3) oNSE t Eosrxc .. i ' rz" - r r--» r Kx cuss z - I m•P.) , A I-) �� (SEE stnmui 1. i - . /� e �I ITYP)� _ ON SHEET 15) :I _- I: / ...- I - I .IN ' 'ANk..k- PANE. 'AP., PANE 1l"_TM I M;n sEPARA - : ±sti SCN,.vu.F jI .,._.(SEE sc IEW E e--._-(sc¢ scH�'ac 6t _I 70 GLAP.S (ttP.) r'i j ON SHF 13} CPI SHEET 13) ON SHEc °31 (SEE SCHEDULE Q2 A _......_._.. _._.._.. ___-__-. I ON SiiEET 13) ! I j {mil-/ i +\.7 Wf cp ,73 b j ---- r , u .._ / ,,/� ELEV TION FOR DIFZECT WALI. MOUNT T'U /,' i . ;' POURED CONCRETE GROUT FILLED BLOCK E, ,,', `/,, 5 ,.2 I SECTION J -J HOLLOW BLOCK OR WOOD SUBSTRATE I snNc / i AT TOP &BOTTOM 1 UroU r u0 &A„`tc C6 N w gw, KDV r / I I----.-._'____1- J iZ( N ,H "/ �._.. 9 '/2" ICI r /- I 11 blCtD:,'P: - M (ITN . i, ^OY[Po..AP wh'I., -- / E ( OR i Jl�11 .fO aH s1 cE, I;) A _�✓ I " ,I ... ' ../`- A ' I - .A ° (SEE SCHECU_E 81A r, I : P wCL 1410 a SH :T fA 1 F N ) T TO POURED C All MOON - s uLE s: _I t R T W _ s e cnm i-OR DI E k PAEC1 'C'i . ON SHEET '3 PANEL Fnl I -,--I- - I L...(SEE u G.-ti1E AI -- ! -k. SEE sE - . J� a,.-' i ': " CONCRETE GROUT FILLED BLOCK OR ON SMSEt 11) G,`+ SHEET ") `�'nn `r r 1 I I '�j HOLLOW BLOCK SUBSTRATE_ EXTERIOR 2"z4 4VDOD I . U 1 OM I & B01T R AT TOP PLATE EO D SECTIONS I ` i Elm �1 I L- _i'I1 _ iS:iNR .L�l --STUCCO (AT /QHVlW%�i�DFABRIC) �(I 11/ 11)lL / Icy FLORIDA BUILDING CODE (Non High Ve o,^'tY Hurricane Zone; R DOORS 1 SAFETY PANEL FOR FOR DIRECT WALL MOUNT TO WOOD - L0/A.G, OVERLAPPED MULTIPLE PANELS SUBSTRATEAT TOP &BOTTOM ✓'t o201: mrECO INC. GPP FABRIC SHUTTER -SERIES 2t}00 ORVAN ar SCALE 1/2' 0" awwl 12 GI E ♦ PROS3UCT L"C• A FABRIC S'I;AL':. LNTIHELY ';_rFR '- fE :F._NI':l miIDTH _-_----- . .44167,. •'-. '� Tic. GLOBAL PROTECTION . eTe A - 1C� T ry i STREET F TI NS' a dO S BINATIOWp SE U ... MPkNY MOT FOP. COM G NG GG __ - F E 8 EN Z!''C11 Y It'^ '. UY TESTING -'-O OF O.E E PIN F. Nil;: C N._. I * ❑l)-7 /1 -2i2 s.. . .,x w,m+ rw�D:s ]gd - FAY' D .i9^-B 7Ki mm NED IN TINOS CAN BE COMBII :u rr D BOTTOM i OPd MOON flF- nMw G TOP AN �"'R'fAT� % �' m i. ,i & ANY WAY TO SUIT ANY INSTALLATION I 'P F/ (�ij.� �W ,\ LR ON,ET -- i .-_- _O "9,RC/S,STGSUP.!' all .e �. �-L'A J. , F, . _ �_= S:E'T to OF s SCHEDULE # 1 MAXIMUM A.S.Q. DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL SPAN & MAXIMUM & MINIMUM PANEL VADTH FOR OVERLAPPED FOR SINGLE PANELS MULTIPLE PANELS IMPACT MAXIMUM MAXIMUM RESISTANCE A.S.D. DESIGN PRESSURE PANEL MISSILE TYPE MAXIMUM & APPLICABLE TO MAXIMUM & APPLICABLE TO RATING SPAN MINIMUM SECTIONS &ANY MINIMUM SECTIONS & ANY & SPEED (P's'f") Oft•) PANEL WIDTH COMBINATION OF PANEL WIDTH (ft,) COMBINATION Oft.} THEM OF THEM MAX, MIN. MAX. MIN. -.__ 60.00 OR LESS 12'- 7 ° 12' ON 2'-4" A - A+ A-A,B-)3, p_D,E-E&F-F 12'-0"1` 2'-4" G-G --- 75.00 OR LESS 8 ' 7 „ 12' ON t - 1' - 01, A A A A B B D D 12' - 0" i 2' - 4" G - G &, 1 -1 TYPE D 50 ft/sec- E-E,F-F&M-rti"I 75.00 OR LESS 6 ' 7 " 1'. - - - 12' - O" i 2' - 411 K - K L __ - - 1 FiSfAN uAP1 SECTION 2.a of AST M E 98 DEFINED 6Y SEO 6.2 NE 4 AS WIND ZO , WITHIN DTH OF 8'-S" FOR INSTALLATIONS USE MA XIMUM PANEL VYi : SS OF175 M.P.H. SPEED EXCESS N RD W/ A BASIC WIND S E STA DA SCHEDULE �` 2 PERASTM E 1996 MINIMUM SEPARATION TO GLASS FOR SINGLE & OVERLAPPED MULTIPLE PANEL REQUIRED MIN. MAXIMUM SEPARATION TO A.S.D. DESIGN MAXIMUM GLASS MEASURED TO PRESSURE PANEL BACK OF FABRIC (in) SPAN RATING (ft.) WIND ZONES WIND .S.f. (P ) 1 THRU 3 ZONE w 4 IF 60.0 OR LESS 12 t - 7 " 1 " A 34 1/2 " 75,0 OR LESS 8 I- 7 N 11, A 28 518 " 75,0 OR LESS 6 I- 7 „ 1" A 15 3/8 '1 I I UM SEPAR ATION TO GLASS MAY BE f� MINIMUM REDUCED TO 1!4" ONLY FOR INSTP,;..LATION NU 6'-O" PANEL SPAN AND FOR INSTALLATION INTO VV00D FRAME BUILDING. ir" E(,A. N 0.441T„ FLORIDA BUILDING CODE (Ncn Hint Veiocity H rri,:ane r�e�n c' CC �a 0101I TILTEvG iHG- GPP FABRIC SHUTTER _SERIES iDgO / -y-- GLOBAL PROTECTION PRODUCT% ILC. / �� one; 4G,/A.G, PAWN B /0,/I, miI _. ^ . _. 7k . ,...: ♦ \ iC. \ 4.- EN IkdE�tiNG GGMP ANY r . � G uiT remw dnS n.a•. fra* N. Ste xp - .�n> n. sva< STREET . o y.w. 5t . R 070 E L .13i4 DV, E 35 ) 3H= tl']: _._._.�....-._ _.7 ' 1I _.1Z /s , "'Y' Dorn - JtX,) Soli S it .t ew Icor H ! �541689-J54 A r,. D ,Awlrw N• i a _ �QFi.l�: r:.;.s_IA d`A r:,,, ru i. IWi °,u Jg. vs. MNIA 1 s_ I— , sHrr, tJ of ;5 (+EE SC ,E Ir 13, oN � l4) R STUDDED ANGL E. WALL MOUNT TO WOOD SUpSTRATE A7 TOP P& BOTTOM - -1 S - f NO EFGR MdB1`IA ION OF 91G N I. - 1 tied 8NC CAN C{)MUINL 0IV ,.OPANDBUC7UMA T +S PS- IAHY VWe TO `SUIT ANY • STALLAi ION • K.t x'nNULE 43 Ok _fl_ti 1A) 1. 1 1 ____-__ .._. -. _.'� I i la) I I MIX. PANE, - SPAN (SEE SCHEDGtE p1 ON SHEET 13) t. , :5 J _. .. _ ____ _. F:ID- f __ I 1 2t-I. -- N I!-! N-Ims (TYP)i PANE- WBTN ,isii sc,iEG¢E 03 i__(SU 9CMED'J'_E 0L� 1" 7 I4) GN SHEET ,d) A J�K SAFETY SINGLE PANEL FOR SINGLE HUNG V\AN �t7V115- .E 1/2 1'-0" S ra, 6 FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH WITH NO NEED Of OVERLAPPING BEYOND IT, 0 \.. UY^1` GOY E'E. \ O. TF it,K OR R _,.._ ,F� ,IScE.' PEI 90'a \ .� 'SF:. bCHErr . /3 •�` _ MI SHEET l+j '. \ x .. ---* i� �\ �\�,.\ �\ xA V\' , . . AvcHN S (SEE 9d1EOULE 1. St. ri) - _+ ,` .I- -NWAL'W HLOLK RUG' /, /1 FOR STUDDED ANGLE WALL MOUNT TO T GROUT BLOCK POUREDCONCRE E GRO ILLEpBL K OR HOLLOW BLOCK 9UBSTPPTE ATTOP & 80TTOM SECTIONS B - B SCAI F. 3/8 =1" (D H U i I __1 _-_ -) NO. PANEL . I (SEE SO M MEET . /, lit I ;. k �4D PAP. I' N"'-T SSG ,. SPAN (SEE SO10Xat fi (SUE. 5pH00UtE 13 ._ '__ pl Rect iT 9N Sm u) it A_ I I I' `E I. �G EXM. - (E '� )- 6 MIN ]TAX; AODF m 4K 1 NEO E. : g - -2 e-'SNOO .x b h a, �[ '. 1.��..� �:�� Rfi 0 .I mm !I MIN. SEPARATION Ir O GLASS . (SEE SCHEDULE S2 1. ON Sit- 13) EY;Sm.- _1 11 GLASs I if 11 11 1 ""I-- s 1. t't it I tin, i ( 1, 1 wikx, PANEL (_LE SSGEDULE µl ON SHEET 13) _xsl.G 2'x4' WOWH'I' i. I I) t ) II. P.AT£. ,Ec o I n= Ip P t STVOCO I , . OvP-, i i.... ,I, I ,(Tic 9G Eou. If ON 4ifEt It) FOR DIRECT WALL MOU14T TO WOOD SUBSTRATE AT TOP & BOTTOM SECTIONS K - K SCALE 3/B''=1" I_ - NOTE FOR OMB TION OF S __- CTtONS: TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN I ANY WAY TO SUIT ANY INSTALLATION On-- + "CRE'E oN F_ EYo. DN Hptiw PACK AX'tl ANot I „EE SSME ' - e- I \" --�D... EG _ _ \ v. D_­f "-i I- __1 i 1 IN"E i , 6A 5 l G SA. (, (SEE BGKPNEIII i At ,, GUS9" ( scNI 1 r vtcEf) : _k. Iz ;o /_ ` - - m- .-.. EDGE Di DECA. / / r r i i : - - •_.R urs+91E (iw.l F i" E P ._r. -E G.... ,, J �'_--- III. _._... _. -7 z-E.u.-- _ /,:'; / /, ' _- r ' ASI NG E _ rliC+a>+'S PWRfD cE i •SEE SCt'EDLLc f3 j OPN NufD gIAtN CR-= r,IDG6 2 r+ouow BLDCX �D'D ON Std'_T I<) ±Sm sa'EPu 0 ON 9iEET It) FOR STUDDED ANGLE FLOOR TQ CEILING MOUNT d 1 ; MOUNT UDpCL N I U-EDBLOCKOR HOR ST ! RET ROUT FI ..cr` OF'aUREDC N T TO WOOD SUBSTRATE AT TOP 6 BOTTOM NOLI 7W BLOCK SUB°TRATE AT TQP 8, BG7TOM SECTIONS C - C SCALE S/8'=1 J / FLORIDA BUILDING CODE (Nc't High_ Velocity Hurricane Zona) 'H' i A .^R OYrAw ''. -GETNL / MIx PANEL. SPAN (29 SCHEDULE It I ON SHUT 13) A `0 I I I L 0D 1`E. fn,) .-_!__r b a D... n - f❑ O -I OVERLAP DETAIL SCALE 3/B"=1 N. T1r-' FLORIDA BUILDING CODE (No High Veiocity Hurricane Loce _ (� z JENS� % . ®xn1, nLlEcu INC.GPP FABRIC SHUTTER - SERIES 2000 RAIN .G. 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V SEPArtt,TICNJ To 7h55 pg IJ EFFECTIVE ECTNE AH SPAN - I -- E 3) ! (SEE Y.IIBI'lE }J /p�' ItI GU155 :I (SEE aCh1ECULF &2 17N 5H. DY $HG( IT) 7 I 11. °v, ,:FEE: iTJE'�1 I I ' .< PANEL spar: ,.yl -- . _. __ D' -_ _.. : I I A-- !din. SEPAP,ATION TO fiLA9S `, - i -., j / r / ' '; / "� i':_ ......... .... ®MID EFFECnYF. PAfJCL SPAN ._ ._-- SCHEDULE 2 ON SHELF 1- En,sTtmc (5F5 .I'k 9 ) , / / ' . / / . / e/ / , i I ,'', I' __ 9 D` I "- L_ _ ._ ._ 7 / it J . 6' -_. - _____ MAX. O:F Ei '''. •rut PANE'- SPAN ti ,, t5c� C faRE t _EJ)..- ¢- J (MAN.) � )f S Ix z'-1 1`M,1 E\_-15eeoscHmwF kJ (tYP--) •"' ^MEET -• / / / -/ :, // ', // i s is 6" j (MAX 1 I ON ,+) PANEL WWTM /. // ///�.,, /i %/'',/ //%..' / /./� -'/ L.--(Sf.E SCnEC RC II--+ I M 91kTd 13) (1 :' J / //��/r ,' - .. 'XISr, C ,EEGE r /:'-, ri\' 1 I . r /., ,'. ONLY 41,ATEN'.) jF/ ATION FOR DIRECTVt5t4`eVvJ. MOUNT TO PCk1REt) it � �'� / �' f I. /, / / / / t___ _.._ /�r ; .: / rvRA Cv.�ti,�GROUFFILLEDBLOCKORtK)UOVfIBLOM& ' g MAX, PANtL SPAN Yto 7DSL�SIRATEATIT &BOTTCM I tMAX) (SEE 5 YE0 F TI OFFSET rap vs BOTTOM SINGLE PANEL Mk> I j . /r. I D. /, i SCALE 1 /9 - 1'-0` . I (ANY RIS,i.AT HII- ' ;; : "/ / i . 1. -- $ FABRIC-. SHALL ENl)REt-Y COVER TI-IE' i. //:. _ '.' F ' rI 0 ^!._ED OF OPENING wl'Ji11 WITI N _._ ..___ 'T / -- /: F Nf ' - Nrn r L (TTOID t E cHEn,HE @1 i' ', 1-D ELEVATION FOR GIRE.ATWAi.L "Is2- UVERLApPINC dT�iONp IT. ON 1147 Ta, G{�ETE,GROUTFILLED BLO-KORt'KAJ-f.7JVBI.00K & BOTTOM ' �/ SUSt5I RATE A I 1 F.ITING E D. '� h\OoRED C 0NL ' '.✓bY' I ........ - ,,.... -1-1 )JI . Tile' �' 1liiiid2 N'.. "ttC, N..".,.. T✓ =•<_ OROIT iILLL7i 0 3.Ac JF. 'n REG. Hq.LOw OLTR FLORIDA BUILDING CODE(iNOO High Veio�ltnynHl,r,^O!1^ Zone) ( _ �, 111 1' J '.,' ^". b201 f T'LTFxO INC. GPP FPYc4RICi �HV t I�R "SERIES 2000 o.- BY 2x 4T W'IGDL �*`1,11 PIATE REOT r-. � e Rq` l.- ♦ NO. 441 7 * -- LC. PRODUCTS, L , �� 0 GLOBAL PROTECTION PROD DATE -;- LEI L ? : luc. - '' E r _"""-_ NOTE r-0R COMBII T F E ,A IONS - - J t.£E AGI�DJi 8 0. SHEE` ,a) - _ (.�', T41dr YI:BTMG & E'NWPiER1CA MPANY Sw I SH � w t TT�� W ♦ e GAME. FL Jn%1 11 _iT 2 S E 95< 6S9 J5,5 b05 -5', ' Y" /4/ Mom: e I f PH. ) IN A �COMBINED- UTANYIC NBLAND 601-TOM MO I TOPO INSTALLATION V SUIT ANY NSTALLHTI ANYWAY ros . y�� . PIAOLIIJT U WOOD F "i':' CT WALL T '� 7iON FOR GIRO rLEVA 4 i, DFtI a ) H• rraH L _ Drtir7N _Ducens ,e -- -- _.-.._ - � 7E A SUBSTRA TTOP &BOTTOM F,�^' ����� -_ `R}F.L1i/�$Ye41°'1f�-C41� _ g '9(> i 12 aF is AI T_H A- i,w i Jr PE - :, rv.Rn,. t.r s a•f IE> > _ _ -�- _ SCHEDULE # 3A MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.s-f,)- AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR OVERLAPPED MULTIPLE PANELS : DIRECT MOUNT K KT I MAXIMUM IWO ALL POINT SOLID-SEI 112"b ELCO PANELMATE"L"INSERT AS:D. MAXIMUM APPLICABLE TO PRESSURE PANEL SPAN SECTIONS BANY COMBINATION OF DCXTORE c 1 ,0'OLICY •OES{GN - TOCOt;RETE I 0awCaD1TcxIS L[1 iTCHauavaOL" ' - x R_O- iMY4 RL.. JiLN P 7- C THEM WIMwRELIC AIMAIMN R O0 &f. (P ) f 3l%k7 P .I. Pm 1d00 .s I P a 7 fc ..O t 61 D I fm = 2876P.S.A.Pm 9 1784 fi.i. P 7/8° mbadtmnt 0 T,8" cmbedmw M 1 68" ambpdm nt I t r t 1 4 etrerDAmNn 11 b dmeal 4 m ° 0. 3 E, 3^ E.O. 4° - e, D. 3 t i 2' E.Q. 3'1 "E.D. 2 ._...__. ... - ._-_ 3tl.00 ORLESS 6 '' 6' 0 1. 8 30.00 .45.W 6" 41!2" 7" 611 . _ 57I2_ 92'` 7" ti-0 --- 43.00 WOO 5• 3112, --- 5112" 1 41:2" 41)2" 37.50 O2eESS I 412' _ _ -.. .. 31i2° 3172' __... IN - - S" - 4U2" __ L._.- 4' ! 31Y2" 4112 ... .... 312 8' 7' 1-t - 77.50 5825 .- - 56.25 76.W __--.. NIA _- _. - 31!2" � 3 ___ 3' �_-.. . O _ RY P 3/9"It ELCO MODIFIED COWLEX 5!e 16"ELCO HANCERMATE 5t2'a POWER CALK -IN ANCHOR _.� GdA#.IMUM AS L "N, MAXIMUM A.S.D. DESIGN - 'T(i'UO.H T0:1(X.LCi4' `0 I TG IfIX.I.(NN ' TO IiOLLGJY PANEL T PRESSURE T C'NGRETE Fd.L'D &,O;,d BLP'K C0:'xftltE. BLUrd T1(IIFK;RLT I BLO,A( SPAN A'NV W14114LG) kE Ott)RATING(P$•f.) COtdBINAt_Ov OF THEM WlMAREC-0 (,N FOD1 1IN:E71i N.hINRr.0 I`, 1Bf9P6.1 h 4,X.P f fin 2�P5, Ic ."s t,% m 19!'2PSt c a1DOPs . rTn:,5G0p Ei. 2112 .Nuod,'nCll, 1 OEM' 4 ,ar..R: 1 1 11 Ambtdm�il + rsnite,xlt¢I t i 1?e tTshw&,k➢TI ` 1T, `:+me,N'4n:! i ti[' Br't1h06'tenl J314`BD. I 2iWE.D. 24TE.O 31AJ`[.iT .,,iE'cD ED i DIED. 30.00 ORLESS 6° 51l2' d1l2' 412 s112" 8° 512" ----- B° �_ N'A 6' I 6' - 12'. 7"I G-U _.._ 30.00. 45,00 i 8" 6° ai!2" 7' j NIA d5.00.60.00 6" 4" 21/2° B 57'2' _ 37 0 CR _t55 5 8" 3'1;2" 3" - 81 ' NA f - __ - 5. 8° _ _ - _ 37.50 - S6.2a _ - -- 8 " 2 t. 2 V2" _2 - - - -.. 5 ' A S ` WA 56.25 - 75DO 8' 2 f12' MIA NIA I✓iA NOTE EMBE DMENT AND ED GE DISTANCE ARE ___ BEYOND ANY FINISH MATERIAL. Hurr,CCrle FLORMA BUILDING CODE (Nor. ''IIQ Vel-xR �-- U Z d 0 O� U ..0_j_j m 0 W 09 Q d W z L W W U � 0 J m D V/ 1:1 El El Z W LLJ ui W W Z � LLJ Of o 1- ^J 0 = �^• ' V I� Z Z D J r n V z () _j J a U Z - 5 � W 0 O M W M Z rw V W C W V w Do z O Ei 0 LL (D N m 2 LLJ F- M d O z = a- z 0Z d J U ? Z uu ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET PRODUCT APPROVAL a ��