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HomeMy WebLinkAbout36092 Stable Wilk AveI I r L E N NARISM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2386 GARFIELD Version Changes Ver. #: Description of Chances 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 NATIONAL ELECTRICAL CODES 5TH EDITION (2014) FBC PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION (2014) FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 REVIEW DATE CHIMNEY & FIREPLACE CITY OF ZF` LS CHAP. 10 PLAN EXAM I NE ❑ EGRESS WINDOWS CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH STH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS R AND O.H. GARAGE D00 L €Comp YWITH THE MANUFACTURER OF ES MANUFACTURER OF THE BUILDING CODE SHALL SUBMIT ATTACH ELECTRIC CODE, AND SITE INSTALLATION. EPHYRHILLS ORDINANCES SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, A ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) INDEX OF DRAWINGS SHT NO: TITLE A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A A4.B 2ND FLOOR - ROOF FRAMING PLAN B A5.A EXTERIOR ELEVATIONS & ROOF PLAN A A5.B EXTERIOR ELEVATIONS & ROOF PLAN B A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS S7 GABLE END DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS SH1.0 HURRICANE SHUTTERS SHIA HURRICANE SHUTTERS SH1.2 HURRICANE SHUTTERS SH1.3 HURRICANE SHUTTERS SH1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS SH1.6 HURRICANE SHUTTERS BUILDING TYPE: V RISK CATEGORY: II NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. � U � W Q 3: J Q W C° o N w a Q F- zp& r N W O J W Z LL W w,� b„ IN I Ln -' Q =mom tef00 �—O21 W a `[ = O UJ y:M �c� F— O w w P w ❑ f- O W (D w�=0 O Q w m0 2W!= 22 0,0 "? U N V -0-0- d °' W i s m 20 2 o rnrn 0o VJ� �S a� Q .CC) �t1? w Q!;� y W L os �M C) rz, aZ-6 0' -0 F- a V, W W W w wwQ �QQ�zof w0�QOQ�QLLU00�0 Q U _ 0 ¢ J z LL LL OWD-WOwwOwOU�of¢= Q z� o Q~ �0 00 ¢�¢OW wz��oWaa. LL O W �F-� 0� o �Yz Q Q O IL < O Q w O O N Z O i— > w O O I-- M O Q � CM wLL.'IT QW QLq or) Q U Q 00 Z i-- W W J� O d' m 0 04 rn 04 4 0 f T 0 w o LO 0 z z -zo 2 W0�> oW) 0 U=moo 0 -j i— 0 H ZW~¢ H u— ~mOQ r=rnnr=z V Z J (< O V<WO � Z LL N w 00 OJ2Z O Q M UU'zz z (V T- QO Z U U � 0 W � Q z z w v o 04 O LAST PLOT DATE Dec. 21, 16 O COVER SHEET eJ � NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: 5TH EDITION (2014) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTEI ANNOTATION O THICKEN EDGE TO 8" O2 1-1/2" DP X 9 1/2" WIDE RECESS O3 3/4" DP X 13" WIDE RECESS O 16" W X 12" DP CONC FTG W/ (2) #5 RODS CONT. O 16" W X 20" DP CONC FTG W/ (2) #5 RODS AT 6" O.C. CONT O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SQ X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O 24"X30" X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O9 BEARING WALL I 10 I (3) 2X4 B.U.C. W/ USP HTT16 AT BTM I FOUNDATION PLAN- ELEVATION B 1 /4" = 1'-0" rw 0 z wQ w d Q >�2 w0x itUO wzi; _ o H-� Nw Qi-z❑ �oo�5 }zF W LLZ❑ HOwW ix w 2 0 wpr0 UzLoU } Q w 0 2 W ;moo i Y = w t _pm it w U- U) 2 z E > � ��, 0 cM N jai m Co L .. :E O 0 2 o O E: o N a Q v Iq w QN c o Evi a� H a -0 ❑ uj uj w 0 F- w WF-Q W�_j ir§¢�Ezw Z III (D W of02 <oO Itau�iU0O�0 Q Q U :ao-'z���z�ao¢Q Z H CJW�WOZpwO5w Z=IU C'100 �0a>zYOZz`LW<0Wa U) 0 z Q�WOg��-wwp2cU��¢ 00it o ? oQaq�¢ LLa 0 LL I r O LO O a) vJ A U Fn0 .i C a z Z W A (D 0 N N i d O O N O > 0 .J Lu 1- 4 L LL oo (Q V Jo W M N 0 N N N O N Z O� >_U)o � MO Q U)Li-� QwQ �. M Q U Q O Z I— w J O O (0 A 1 LAST PLOT DATE Dec. 21, 16 z O w Co �o �a w� m: t- Cr �Q Oz = z �w J z W z LL Q f w } Cl) zz <0 0 Q z z w J O O U FOUNDATION PLAN B 0 8'-9 3/4" SH25 H D AT T-4" EGRESS 30'-0" IT-3 00 LO ❑ ❑ 0 5068 SGD 2868 (2) 2X8 HEADER. o0 SEE Q/S4 FOR CONNECTION o y BRG WALL ❑ MASTER SUITE 13'-0" X 15'-11" BRG WALL 8'-8" CLG A S6 7 5/8" T-1 1/4" DRAIN SHWR HD & VALVE 6" WALL �. 2868 ❑ 1 A S3 5'-6" LINE � CAD r °o 6A75 wQ Y0- MASTER BATH S3 GG S3 ❑ 7 5/81 � 4'-6" 14'-5 1/2" N NOTE: PROVIDE 1/2" PLYWOOD FLR DRAFT STOP IN FLOOR LINE TRUSS SYSTEM FORA MAX. AREA OF 1000 S.F. Ve (PER FBC R302.12) ❑ --__—__ —--- �_—__—_-- 2X*K=—NEE `.' RANGE W/ WALL OP `' HOOD AT 34 1 III N II 'I r II I 01 III r ❑ KITCHEN,! o DINING ROOM N 9'-7" X 14'-2 0 ;; II °O 8'-6" X 14'-2" 8'-8" CLG EO 8'-8" CLG _ ---- — REF = ❑ I I � ❑ ❑ 0 HB N LIVING ROOM 15'-2" X 16'-3" 8'-8" CLG ❑ M y 0 N LO o LIN. BRG 1 A7 2 N 1 WALL Lr�W N - A3 . -..... F R - 01 7 5/8" 3' 1 1/4" S-5" 2' 1 5 8 2 8 2'-4I L NE 4'-10" 10" T-9 1/2 d, 7 5/8" LO Lj in W.I.C. DTILITY DRYER 00 I o wCD VENT o ❑ its HANSEN 4 A7 N N PANTRY `�_= TB c� BOX D \ m W/S AT �GG_ _ FLR PWDR ❑ m LINE BATH 6" WALL L w -tea 60° qF� m S3 v 0 — N RG 2868 S & R W WALL CN „ ao fi W/H 4" INSULATED 4 20 MIN FIRE N LINE OF J ❑ WALL RATED R FLOOR P ❑ W/CLOSER - L22"x36" (3) 2X4 _ A B.U.0 W/ PROTECTIVE I ATTIC HTT16 -- ACCESS AT BTM BOLLARD � & LISP ---- -- ❑ r MTW20 - - I -- 4 = AT TOP 9 ❑ INSULATED BRG. WALL --- -- 42" H. I 7 TWO CAR GARAGE SLOPED 6 LO 19'-3" X 20'-0" WALL 5 S3 4 - I-- ❑ FOYER i -- 3 -- -- 1 2 II I — — — — — — — — — — — — — — — UP TIE BM ❑ [Ell ❑ ❑ AT 01AT O SH 1/2 35 H D AT 7'-0" ❑ 110 TEMP. GLASS m °° ❑ M� I !LJ ¢ I 6„ I HB 5-2 0 I 16070 ❑ — — — ❑ _ ❑ ❑❑ ❑❑ ❑ ENTRY 5'-8" X 5'-4" 2'4" 16-0" 2'-3" 4'-4" 1'-4" 3'-8" 2" 20'-6" 9'-6" 30'-0" FIRST FLOOR PLAN- ELEVATION B 1 /4" = 1'-0" TIE BM AT 10'-0" m00 W PQ m N 3 A3 0 q 00 NOTE: SEE SHEET S-11, S-12 '2386' FOR LINTEL CALLOUTS & DETAILS loll �5:bo m W _W F- Q TIE BM AT 10'-0" B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT O ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY NOTE: ALL HDRS AT OPENINGS ARE (2) 2X&S UNLESS NOTED OTHERWISE A S6 c u• NOTE: 1. SEE SHEET S-11, S/12'2386' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" TOP AT 18'-0" LINE OF ROOF BELOW 22'-0 1/2" T-11 1/2" Q SH25 HD AT T-2" 71- EGRESS 2668 IU) N 0 , 06 Of r BEDROOM 3 11'-11" X 10'-11" R & S BEDROOM 2 8'-0" CLG 11'-11" X 10'-11" v (4) 16„ 8'-0" CLG DP SH iv 3068 B LO C'j W 2 Q W0w M (2) 2068 BF (0 2668 2668 ©�) °" — ----- 2668 N R&S N \ 1,4„ Cn N _.IT7 — ... — ._ ....... _.. 04 TB z Q fif 22"x36" 2668 m 0 q ATTIC --- A7 =w ACCESS I FLR BATH #2 /A7 N LINE 2668 TB it it MU17- 4 10'-11" X 13'-0" _ ; U) LT `' ��s� AHU P06 oo o 8'-0" CLG o _ M rL=4 A/C RETURN UNDER DOOR 0 N N = U) Q N - -- _ 0 r v 0 N oo m \' fV LO d N 10'-11 1/2" 3'-9" 5'-7" 3'-9" 2'-11 1/2" 4" 4" 4" FRAME - LOFT WALL R & s 12'-0" X 16'-0" - — _ 8'-0" CLG N BEDROOM 5 r 11'-11" X 11'-11" r 8'-0" CLG s = I ,^ r 0 I S 06 co ao 42" H. LOW DN WALL R&S _ 16 -- SH25 - -- --- HD AT 7'-2" d 1 EGRESS 14 FRAME WALL I �5 42" H 11 SLOPED 10 LOW WALL ------ ROOF Y 9 0 r- BELOW ------ � 8 ...... ---- OPEN TO 7 ----- 0 LO ELOW 6 4" FRAME 3 E 1 21 WALL 8" FRAME 7 1 1 36" HIGH WALL CONT. RAILING SECOND FLOOR PLAN- ELEVATION B 1 /4" = 1'-011 GENERAL NOTES: w w ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. z u_ Q VERIFY ALL WINDOW AND DOOR ROUGH OPENING a = SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. Q j 2 o Zp INSTALL RND DRYWALL BEADS AT HORIZ & VERT ofUO w z J04< �h„ CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS ¢ w NOTED. O i r ea•1 F- O�W F= �', USE SQUARE CORNER BEAD AT DRYWALL NICHES & = p 9 REC CLG DETAILS; REC CLG SURFACES SHALL HAVE ~ m W , r SMOOTH FINISH. H p w w LOCATE ALL PLUMBING &EXHAUST STACKS BEYOND'° OZ�U THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER ¢ W O Q w CODE. U = o = w ~ _ ALL ANGLED WALLS TO BE 450 UNLESS NOTED 3 _ OTHERWISE _Om 7 F-F- 0 THE GARAGE IS TO BE SEPARATED 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) NON L O N o APPLIED TO THE GARAGE SIDE. ` M 4 C") N di di N V Q 00 d a M TOWEL BAR - (T.B.) = 56" A.F.F. 'C:` O t cm, o TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. = 20" A.F.F. } U10 - (T.P.) .N S ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. V w O-N c ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. sv O E M °) CORNER SHELF = 56" A.F.F. Q rz' 0 0- MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABI N ET A. F. F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. to r O N N N r BEARING WALL 2X 16" O.C. W W w _j w 2 o z W/1/2"GYP. W W w°�JQOQ�QL, 0 Q Q V = 0 O" Z w O Z 2 O 0 F Q Q F- F- O W9ozoWoomzz o ❑ =FILLED CELL W/(1) #5 VERTICAL U) W a. w - w w W v� � w Q o � ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O Z _j < Ww Fn z w z - � U o a LL ow � i- �� Q Q p= FILLED CELL W/(2) #5 VERTICAL ow Q 0 0 Q O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) El STAIR DATA p O STAIR N MARK RISERS TREADS LANDINGS TOTAL RISE 0 w A 16 AT 7 9/16" 14 AT 10" 1 1 Y-0" ; � ~o SQUARE FOOTAGE: UNIT'2386 B' p (10 a Q�cciti FIRST FLOOR LIVING = 1269 SQ. FT. 0- J LO SECOND FLOOR LIVING = 1120 SQ. FT. LL ti TOTAL LIVING SQ FT = 2389 SQ. FT. Q W Q LO ENTRY = 30 SQ. FT. 00 00 GARAGE = 414 SQ. FT. z Q !' Q TOTAL SQ FT = 2833 SQ. FT. Z V W W F- JC) INSULATION REQ. � LOCATION R-VALUE / TYPE I' EXT CONC WALL R-4.1 HIGH PERM Mj EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone = 4 ft.) As per Florida Building Code 5th edition (2014), Residential Table R301.2 (4) (Wind Speed Conversions) r- and ASCE 7-10 Methods O O N O WALL TRIBUTARY N AREA (ft)2 INTERIOR END O co O 10 29.7 -32.1 29.7 -39.6 20 28.3 -30.8 28.3 -37.0 CN C ; O 50 26.5 -29.1 26.5 -33.4 LO 100 25.2 -27.7 25.2 -30.8 ' 0 GARAGE DR 25.9 -29.3 25.9 -29.3 N N � > v ) z z z0 WUFF--� oWU) Q U��o wa. OWW2 !-4 ZW~� W l_- �U. L1.. ~mOQ =F- =z Q 0 z _j z rn V< 0 i-2zIr z Q F- (y w 00 OJ2z a M UIII U)zz Z (*I = Q O pU 0 Z a ~ (. z z z w J C) W C) C:) LAST PLOT DATE > Dec. 21, 16 Z AO 1ST & 2ND FLOOR _I PLAN B NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. 42" H. SLOPED LOW WALL LOFT SEE NOTES SHEET A4 FOR WOOD STAIR CONNECTION AT LANDING SEE SHEET ST ENGINEER FOR STAIR DETAILS TRUSSES - _ x r K k — z 1" NOSING 10" DRYWALL UNDER STAIRS rn PWDR BATH ao 0o FOYER _ rl m -o\o 00 571 m LANDING 1Y (3) PT 2X12 STRINGERS X/ X STAIR SECTION 1 /2" = 1'-011 SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0„ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _ 2X8 #2 SYP P.T. BASE PLATE W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END ---- 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. --_ 2X8 SYP STUDS AT 12" O.C. W/ 2) USP MSTAM36 STRAP EACH TUD ((1) STRAP EACH SIDE CENTERED W/ (13) 10d NAIL AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w U NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. U) Q� =W U w w Lu Q J � o N W ¢ = zp N OU Q' O _ 0 r A� Z a O N r W¢ rh �.,,,�?S T `� eta a e l'F F W t :.`_, zi ``"O� WW2p W p i- Off° (' Avb ,wee O p U mI1 T�12. - ''yp' • 9- y^' i�J .JLL.. W r L V p J (n w 0 cn H F- Q M O W VJ p 4i N U co Q O U o rnrn 0 o) O LL- o N Q s u�I u w nNn`` L p �� 7W V - O a 7C) W C7 W p LLI uj W O F- w~Q w�� w zw Z 0 �—j<0�of<LLaOu JO �' Q Q U �c�o¢¢z�,LOz��or¢Q c1W�Woz�WO�mzZ U �O O 0z ��0 ��w WF zLL�¢p J LL Q<¢OWQv�-iZWZp�UOa w �i- 0n o D two ¢ oQZ�¢ LL ¢ O F- ¢ LL O O (V Z O� > o M O M I�- U? _J LL V- - LQ NWN ^Q u� Co r <UQao Z i— W W J0 O mi 0 N rn N d- 0 c N cu o O > L0 O Z z ZO WW�> �wv) Q Uo�o J � OWW2 IW-1 z w Q u ~mOQ t- = z r=� v O � J Z r n v >-2zw Z Z LL N W � Oa<W O ¢ M U�Zz z (V ?Qo z U U a O m A3 Q z z W �' rn V / 04 O LAST PLOT DATE O Dec. 21, 16 4--+ O _J DETAILS 0 bo 0, SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /4" = 1'-0" RAMED AT STAIR. P.T. TOP AT 10'-0" TA16. P.T. JG AT BOTTOM. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATIONS TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT15'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A Total Truss Quantity = 95. D D D D D D )1P SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4" = 1'-0" PLUM TRUSS HEL FOR PLYWC I PLUM SHINGLE ROOF 10 12 )OR =D ON A.F.F. _j0 12 HANGER CHART i L = JUS26 ( USP) Labeled End Mark ATTENTION! BONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B7 30' Span ar I ss 30't. Wisp. Spreade Bar 1 or01ess9'ses I 1t2 I 2/3 to V2 i 1 ae f"apen aPw<x. 1 T. fine zn< _. T REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. (�C;eneral Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR S -nINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY CARPENTER LJ� CONTRACTORS OF AMERICA 3900 AVENUE 6, N. W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX; (863) 294-2488 IL BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2386 AMERICAN DREAM CCA PROJ/MODEL/ALT 7A2 2386B LT DESC OTC OT BLOCK DESIGNER PAGE MTV DATE 6 5 15 LAN# SCALE N317596R 1 1 4 "=1 ' ??? 11/18/02 9:52 AM CCA48.dwg to W iW U W LL w wQ U) o cli N vo Ofo W �W i; .x „p �V WY� _z LL Q �LLrr'��� �Q � `J I— r w _~Ocn LL Z) .„ W°L=o W C)r O ` .,9y@ o• .act . i.:4 'v�`'(, U LO w mz�Z W �Q W WF2U J �0 (2 W nN` LO^ o W L L .p C! M `, N V -0�0 m I` 4) •L - 8 i Z) O 2 o ° L` 0 Q t U 6� � Lu Q� N � L o E M 00 7W V FI-1 ci V, W W (� W w wF-¢ _j W���zQ� o �-��O�W<,UOL_jO Q Q U O ZOJ0 ZLLu Z2m¢¢ _jH I— p- 0nW§OZOW00mZ Lu WOZ'lU Z�aYOa L Z0>ZZp <0F— 0L<U) w62U < O 0f 0 D Q v Z g¢ LL< O �¢rL t:) 0 CV Z O F— �(/�j0 0(00 Q (/) M ti J C� G (/5 1Z M T- aUQao Z F- w� W J� 0 O N r N r 4 O C N i C)) L^ O z z zo M W0�> W fn 0 UDjro ~ \ / zW�� W W 2 LL I—yj =1.-=z mo¢ LD z J rQ V 0 }.2zw Z N W 00 Oa�w 0 Q M UU'Zz z 1171144 �Qo Z U _O m A40B < Q z z w 0) N 0 LAST PLOT DATE Dec. 21, 16 O 2ND FLOOR ROOF J I FRAMING PLAN PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. USP RT15 STAGGERED ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" e 12 - - - - T.O.M. METAL DRIP EDGE USP A3 2X4 FASCIA ALUMINIUM .; 2,-0„ WRAP USP A3 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 910 SOFFIT DETAIL 3/4 — 1I-0111 a CV PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" I_ V-0" I- V-0" I- 1'-0" I_ 1'-0" 11 LEDGER DETAIL A rl nll -1 "1 n' A 411 ROOF PLAN B 1 /8" = 1'-0" 1'-01 " A/C UNIT AND PAD 4" SCORE STUCCO BAND CONTROL JOINT 1 4" SCORE STUCCO BAND FRONT ELEVATION B 1 /4" = 1'-0" 12 ,15 DECORATIVE iv CEMENTITIOUS FINISH CONTROL JOINT A/C UNIT AND PAD GRADE LINE 3AREEAR ELEVATION B — 1 -0 RIGHT ELEVATION B 1 /8" = 1'-0" LEFT ELEVATION B 1 /8" = 1'-0" am ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" r— T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE ELEV AT 18'-0" T.O.P. -0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. _ ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. ELEV AT 0'-0" 1 ST FLOOR FF GENERAL NOTES: * G.C. VERIFY ROOF RITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 5TH EDITION (2014) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1245 SQ FT VENTILATION REQUIRED = 1195 SQ IN VENTILATION PROVIDED AT RIDGE = 80 SQ IN VENTILATION PROVIDED AT SOFFIT = 1120 SQ IN 12 15 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE ,;. 2X4 SUB -FASCIA ALUMINIUM WRAP %j ALUMINUM SOFFIT 6 SOFFIT D�ETAI L 3/4 — - ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS X, METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT 7 SOFFIT DETAIL 3/4 — 11-011 CV , O N , N CV 2" 2" 8 FALSE FOAM LOUVER DETAIL TYP 6" 1" 4„ 1„ 4„ CV CV O00 O 00 EPS iv FOAM 9 BRACKET DETAIL FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO 5TH EDITION (2014) FBC, RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. *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 CEMENTITIOUS NOTE: APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND C 1063 ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS -15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS -138 SQ. IN. OF NET FREE AREA/ UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA/ UNIT FOR TILE w =w ~ U w U- wQ J � o w °- ¢ WOw = F- OW N U O wZ ¢ S N M 4 o ¢ m ti- Q <> L� —ONz t. , ¢�Z❑ c, HOOv� w a �� �{ , _F ALL D❑ — c�° , af°=o .7r w ❑ I— 101 U Z U W _ w ¢ C� FW _ Q ❑ o ., J f4 =ohm I=-H Q nN, � 0 a W L L'o`! 0 co M �' S Ai - Co W E O 2 o TC V/ O � o m Z UQ }< �N w ❑ ^` CO N C W L. p ri Q wU WO-�O�LL o wQ 2_j oF-w WwIz� Qew �� UOOO LL ¢ J�U) 0W ��o"oCL JZ EEO0ppz=¢ ow W ¢LL LL¢ O O N z w (n O 0 cM O Q w M Q W Q Lo F- �.. M 00 Q U < Z I— W W JC:) O r O N N 4 O 0 a) > o L0 O Z z —ZU � W��> CIIll v3 Q Uo�o J oW W _ U) H Z W F- L ~ w < I— = Q [_v � z O J z � r n ww v z w �- Z Z L- N Lu 00 O a W 0 Q M U�Z z Z N �Q0 - Z U U � O M� W A50B < z z w T o 0 LAST PLOT DATE - Dec. 21, 16 a--+ 0 EXTERIOR J ELEVATIONS & ROOF PLAN NOTES: ELECTRICAL DETAIL: WP GFI 1 3 / i FAMILY ROOM co / F ' F / / 6'-7" 6-5.1 MASTER SUITE l w GFI FOR 00 HOOD -1 GFI KITCHEN JI TO is MASTER GFI BATH'GFI GFI✓ _' °I DINING REF I i - i ROOM �r DW -- / 4.0� T-0" T-8" I GFI �4\ I W.I.C. GFI 3 I � dbi 2'-3" GFI UTILITY ANTRY (7_i') A I GFI 3)I D A L--+A A PWDR BATH I S-7" 2'-4" N co GFI --- LINE OF \- HW ............... � � ��.n LIGHT AND FLOOR �J- J ATTIC :ABOVE SWITCH IN _ ELEC - METER-- ELEC .........__..._ -------- PANEL /=e TO2ND FLR ELEC 110V CLG 48 _ oMNT. 1 OUTLET N; � --- --- GFI GFI GFI FOYER \ I I - - I � 3 a I I I wP _ GFI ENTR i - UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2011 NFPA 70 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2011 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2011 2%52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 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. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS 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. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED TYPICAL 150-200 AMP ELECTF 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC [CAL RISER DIAGRAM NTS LD W_ = W ~U w F INTERCOM SPEAKER z a ALIGNED W/ EDGE = N OF SWITCH n o WZO I- N w 00-1 2UO Ow c: w z LL _ J r " u7 ODO 2IM Lo io - C:)*k o v W SWITCH Q DOOR JAMB O w z yr } ur Z) ❑ w W 3'F.. �..+$ 3 ' L O w � C1 G �> y_. , r" ,. .O 41/2' w UpF-U r o DUPLEX _ Q W C7 TRIM OUTLET ih w � �- o F oQp cn w o W � -� w = In M:1 H I=- Q BASE ° - • TRIM o NOTE: (Aj 0 ,^�. o ALL DIMENSIONS ARE FROM L' Q M U ROUGH FRAMING i, } M M N V -0 70� M p O 2 o ELECTRICAL LEGEND: 61 .�* NOTE: ALL HEIGHTS ABOVE FINISH FLOOR U � N E N 110V DUPLEX OUTLET AT 12 L. a M a 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" CiIio WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED 0 w w C w � O o If TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE W W w o a a s ¢ Y z o z < O R o) w " ❑ " mo o s STRUCTURED WIRE OUTLET C) Q Q - I_ -j w o O � O zwu._zm_jo a- �O OWOOm � W a � v� w w � i-n � � Q O❑ � 6- SWITCH AT 36" U) OL Z _jan-OWY❑ZZ OW o aoww o~� QQz�a❑a a a 69 3 WAY SWITCH AT 36" u_ O I- w -ei*- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL A} CLG MNT LT FIXTURE �B CLG MNT PREWIRE - FIXTURE BY OWNER �C} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: O, 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY RECESS CAN OR LED OWNER ®' 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL W CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR @s SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP CO D-48 DOUBLE 48" FLUOR STRIP o N 24 24"CLG MNT WRAPPED FLUOR LIGHT N 48 48"CLG MNT WRAPPED FLUOR LIGHT 4 O 24 :=� 24" VANITY LIGHTING 36 36" VANITY LIGHTING ' o 48 48" VANITY LIGHTING O O EXHAUST FAN/LIGHT ® EXHAUST FAN LO DOUBLE FLOOD LIGHT W/ COVERS AND ' O 150W PAR 38 FL 0 INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ^, ® CHIMES (DELETE W/ INTERCOM) V>/ ® MASTER STATION ® ELEC PANEL FVI VACUM OUTLET AT 12" �+ A CEILING RETURN AIR (W/ SIZE) ® A/C REGISTER OT THERMOSTAT ® SECURITY PAD W En ELEC METER O Q z z ELECTRICAL SPECIFICATION NOTES: -se Q ELECTRICAL CONTRACTOR MUST VERIFY WITH THE U Ja SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE O USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSESAb V 0 LAST PLOT DATE Dec. 21, 16 1 ST & 2ND FLOOR 0 ELECTRICAL PLAN J� B 0 O CNI Z w O I- _> n o 0 � M O Q�MLO J 6) LL IT <w<LO W 0- M Q Q 00 V Z F- W J O IT z z 0 W (1)Ww�_> UH- Q U:) Eo _J �o_-a H 0 w � Q w~< LL ~0Z co I- = z Q r= v O J Z rn V �2ZW 2 (lD ` 0 0 O < - 0— w M U)zZ N �Qo a z z w J O U FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" 1 1/2" FILLER N r Im 0 M 2'-0" 1 1/2" F 3'-O" 99J. 2'-6" / HOOD REF SPACE f-4" BACKSPLASH VERIFY W/ MANUF 2'-0" 3'-11/2" 1/2" FILLER I KITCHEN 1 -0 3'-6" HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH KNEE SPACE 2'-9" 2'-6" -2 1/2" FILLER MASTER BATH 1 /211 = 1'-011 3'-O" 2" FILLER Ri Fo N 0 M FOOTING SIZES AND RE -BAR 2_9,� r1 1/2" FILLER N 0 M \�o Lo RANGE N 2'-6" 2'-9" 1 1/2" FILLER I UNIT'2386 - B' - BUILDING SECTION 3/1611= 1'-011 SHWR HD VALVE ^u 1 5« crvv rruvcL 1 1/2" END PANEL 2 �/2 CHEN,ISLAND1 — 1 -0 7�1 MASTER BATH/2-1-0 12 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" r--BACKSPLASH �� OD 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" - 1'-0" --- rn­wirr--- 1w1— —'SSES AT NGS) AWN -ION _ ELEV AT 18'-0" T.O.P. ZO N o ao a .v 0 M ELEV AT 10'4" 2ND FLOOR FF ELEV AT 8'-8" Alk T.O.M. _ ELEV AT 0'4" Alk 1 ST FLR FF 2X4 KNI WALL T 34 1/2" 00 M WIRE SHELF 0 0 "HANSEN" BOX J20 VOLT I I I I IW � I ID I 14 1/2" X 16" DRYER VENT RECESS I I I I ih I I I I I I I I I I I I I I I I I I I J I u I I I I ( ) 3 KITCHEN 1 /2 = 1 -011 2'-9 1/2" 3'-4 1/2" 8 BATH #2 1/2" = V_o FOOTING SIZES AND RE -BAR UNIT '2386 FRONT SECTION 3/1611= 1'-011 4 �/2 LITY ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. _ ELEV AT 0'-0" 1 ST FLOOR FF = W U W W Q 3j J U) o N wa< 5; 0 = Z❑ N �0U0 2W Z W J } W Via';° �• _d ;A 0 O 00 Q = Co — Xtr Lo O Z W 'y0(� Z H W ' . • . z — W' LL ❑ §• Ur-s (n cx. I „_ H O W W WW2❑ fi'4:" �� € ❑ wpHO94 CoZ�Z r„a LU lD N l.i = Q W � w �..,- F- - =W-❑ -❑�m 22} ..... <r� F-f- �€ ¢ n' N L0 E ^, L o M O W L w ' Q MN 5 5 N Al L L V/ O 2 O } O U- o Q •N w 6 N O M >� W L V a -0 W w w~Qx ��0 w ofQmZoZof IxL-VOO 'oZ J¢Q� ao��WQ ¢ W w- 0Zg�Z ooO w C'1 0 z cn 0- < 5 LU _J ¢<OW °ZwzowQ0n° LL w �F ow o D 2wd ¢ O ¢ LL¢ O �¢LL O O N Z O Iw- (n O QF- CMO Q co M �LL.� <w<Lo F- cM Q Q M Z C) Wz JC:) O J 0 (V 6 (V O U a) o L J O z Z ZO ❑ W (4 �— — i 0 UW o�o 4\) F-0�a / w z W � Q �/^� F- VJ LL ~mOQ I— = Z z z V �2za� v ` ^ z Z U- N w 00 OJ�z 0 a M U�Zz z QO Z U U � _MO W � A7 z z w 04 0 LAST PLOT DATE Dec. 21, 16 0 B - INTERIOR J ELEVATIONS NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. A T 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS, SAUNAS, STEAM ROOMS BATHTUBS, U S AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN I FEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U360 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 1,500 PSI MINIMUM. 4.3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- 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 cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - 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. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC Rol 8.1.5 - n rete over our nd mortar along the foundation perimeter must remove �e.'ore exter or sari treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FRC R318.1.6 - 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. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - 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. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = I! DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. co IY �UH w w Q Q to r- Wa.Q WOE zo 5r1e✓4 0� N QUO W Z U c �. M17- LU h� <1-ZOFn,j, GC j Q IL-Oww IY ti = O WOF- O .� :y v Z_ zf. +. ,. O U Z U; LLJ Off J CQ LO �1 LNo E W M O � CO N `I N V) V O v M W E �- z Z) O u o o rn V! O a� Q o�� -s •NU LU 0-N C 0 0O E L. ri a-. UJI W LLI rn W W Q LY � J cc W O 1 z r j� Z LU Q Q V Q O�_j(n O�� W <ax ZtX bz�oo~a~ LL V O O_j n Ornx§OZO�00mzn U7WdW(nW W WZ50`W<0 o5 U J z _j I` iI- i3 2 (-) O¢ o O DYQ�Q O N Z W 0 f- >_(o Q1.-(y) C LL G w 13� M CL r Q U 00 Z I- WW J� 0 J d' T- O 04 N O C N N O ,0 L , O Z Z -I) owO ( W I- - L.. 0 V_jW'-o-o 0 Q >_ LU 0a=Q Cn H LL � LjJ C.. =I- =z � W Z 3 ( V � Z wo 00Oa�WV _ZZLL w 00 a M U0 Lzz . . Z Sao Z U U _O Iz m SNO a Z Z w J `t a) T � 0 0 LAST PLOT DATE O Dec. 21, 16 O STRUCTURAL J DETAILS '. p `! �. .' I: !! F ! i _ I 11 .I WY Ilkllkwllull i-i1 IYNtlI Ld.4.tlaNYw!r�Mll 1FkA ■ �IIMIrNrArlAuwM "w�hu�".r.rkP ,y1p4YlunINY�tl ,. il 1%NR uC.._.I ..!_1_.. _i __c 't' i,, ! N9.. a,.,.t+s- '•, I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS *TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING A/C UNIT B((2 SHEET METAL REWS PER BRACKET (4)) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG / ---A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY' BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +601+ 6' 0" Z++ ++++ + + +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood pane! 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking 118" gap k + 12 FILL CELLS r STD. 90° HOOK r— BOND BEAM w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. ......... :...... :... FROM C FOUNDATION TOHI HEST ----I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLAM SEE PLAN FORSHEATHING PLYWOOD FLOOR COLUMN AND PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. min. 2" min. }Small gap 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max.-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. _ - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or QD Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10dl nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D ('see table below) Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8drt6-16d 14" 2-8d 16" 2-8d BCI90se 11-7/8" 3-16d 14" 5-16d 16" 6- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1%" ROUND HOLE MAY 6.� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" �� atl � Ju4wsl >w NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger Y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap T11 p Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist p depth v V I -JOISTS BUCKETS N.T.S. U M 5/8 THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 00 FINISH GRADE SLEEVE THRU STEM—/ d ° SEE PLAN FOR °• a • • d FOUNDATION INFO ' - a d. . STEM FOUNDATION GRADE r-REINF. SEE PLAN d X ° a � I IIIIIII�II,' °a III —I' ZA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. o USP RT16 USING 16-8d x1 1/2" NAILS s ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ,CI a I I a =1 11=1 I I —III —I d: I I' a: d I —I 11=I I I- ' "' I ;III= •. .'� I I • : —1 � 1-11 �- _III— I I —III_ I F� I SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 a d a �r1 ------ SEE FND. PLN. SIZE & REINF. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger Y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap T11 p Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist p depth v V I -JOISTS BUCKETS N.T.S. U M 5/8 THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 00 FINISH GRADE SLEEVE THRU STEM—/ d ° SEE PLAN FOR °• a • • d FOUNDATION INFO ' - a d. . STEM FOUNDATION GRADE r-REINF. SEE PLAN d X ° a � I IIIIIII�II,' °a III —I' ZA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. o USP RT16 USING 16-8d x1 1/2" NAILS s ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ,CI a I I a =1 11=1 I I —III —I d: I I' a: d I —I 11=I I I- ' "' I ;III= •. .'� I I • : —1 � 1-11 �- _III— I I —III_ I F� I SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 a d a �r1 ------ SEE FND. PLN. SIZE & REINF. LLJ W o z W Q Q Y W IL U) Z04 W 0 O J W Z LL -1 W 1? ?+�a AllL LID C) In = m � O _ 0 Z 0 � {> p ' L- = I_ 0 G5 � tL i- , e, W LL�O� 1- 0 W LLI.,, +`}� k a r yr.i = W 0 1- 0Ca 1 .. ^.: W�1'� 0� _I (n UJ 0�m 1-I- Q E a)0 M o Q) w Q CN N V -0-0- 4, ° M A' W •= w L M D O B o �} 75 Uo m Q 7d� U �V) W Q� U N L 0O �� 7W V ~ a 'oa rW V W 0 LLl uj W O F- W~ Q W -1 W Y Z 0' Z LL Q V QO-.Jf)03:0 nU-UOOJO <Cy8 ZL�LLL.�z���HQF- 0 ��a>zYo�zLLW¢o �Oz ¢�W°��FZ�Wo�0�Q p0' 0 p¢zga LLQ 0 �aLL O 04 Z W 0 I— i (n O M O Q C/) CM r- ���P, 0CV) Q>-Q00 z CU W-1 W 0 C)I- mi O 0 fV 1 & N O 1 �° O O > 1 O Z z 0 W0�> owCn C)ICU U5iEo J ~WWI W O WyHQ tY LLU Z) L.L Ce = I- O Z Q go J �2z� a- ZZW N W 0000 O-J2z C) Q M v�Zz rr z N � <0 zz U V a MO W Q z SN 1 z J T o 0 LAST PLOT DATE N III Dec. 21, 16 O STRUCTURAL _I DETAILS 12 (Typ') VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE I (#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL �-SEE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CUNT. CHART ON SN1 FILLED SOLID W/GROUT 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E Nr cV nD - Z co M00 6 MIL VAPOR--/ffll r="Ll BARRIER I , D a l l II -I I ° • III- r COMP. SOIL. a - - (COMPACTED TO 95% IIII I I I II—III11= MODIFIED PROCTOR III III III —III —I I I I I ASTM D1557) 3" (2) #5 REBAR CONT. IN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-- \ BLOCK WALL BEYOND 14" O.H.D. RECESS z M a. 4 SEE A/S3 OR XS6-� -Ill III -III I I FOR REINF. INFO. III I 1-I I 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT-) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SFF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) D � I -III -III -I m D -III-III-III I � D I. ; III„I 11111111„11 D� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE cV 6x6W1.4xW1.4 WWF OR FIBERMESH II III=1I1=1I1=' r 1 8„ 1 -• 1 W .-, , ,r, . 8,,.-. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES J IL 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-0" OIL A.F.F. °. . ' ° Q a' a . ELEV. -0'-3 1/2" 4 2x4 CONT. ° a: =, A.F.F. 0 LIL O N GARAGE DEPTH VARIES A. GARAGE SLAB AT STEP rB l SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED NO 0) GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN o p ° o ° 0 FOR CLARITY °" D _ D ' D D I-III-III-III-III-III-� I-III-III=III-III=1I1=11 � NOTE: ° D IEll -III-III-III-III-III= N *FOR BEARING WALL 1=I I I=I I I=III=III=IIII ; r W/ UPLIFT ONLY III=111=111=1 11=1 11=1 11=1 11=111=1 I I -III -I 11=1 11=1 11=111=111-1 -III .-1 I I -I 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 11=1 11=1 11=1 I I -I 11-' ' I -III -III -III ;IIII II I II IIII 111 111-III-III=11'- HI FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3 SLAB INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS A M ' 04 �... . M � ' I � I - � J 11-III-I ',' •.. � ¢ �:.' wA 00 I=1 I I=1 I a."' r4' 11=1 r SEE A/S3 OR J/S6 J -I I � 1111111 1 � I III 111-I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH , E ° 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. F OR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON SN1 EDGES, AND @ 12" O.C. @ FIELD SP SPT22 CONNECTOR 5/8"x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2" MIN. D ° . p=1 I I=1 I I; ni 1/2"(min.)- 4" 00 -I -ICI-ICI. 31/2"(min. " 11=I I 4. =11 1 11 1 I - 4I- -111-1 I- 115111 111=111-11I=111 I I-111 (2) #5 CONT. I I I; I 111 1111„I I I-_, I I 4„ 11 11 O„ U.N.O. MIN. TYPICAL BEARING WALL (@ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/811° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON SN1 --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH _ C* 31/2"(min.) - 4"-111-111 _ I 11 El I IEEII I I-11 (2) #5 CONT. 14,; I I i � 11111 � 11-J11 11I11 1 11 ''If f U.N.O. MIN. T\ffr%1 r%A1 r%rA 111\1n 1A/A1 1 /'1 /1T1�11 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS 1 1GN�NU�S 2x STUDS @ 16" 0/C l - INSULATION PER CHART ON SN1 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR N �• D \ D ' ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] -III=1 -III 6 MIL VAPOR BARRIER -1 I I III D ° I I=111=III=III=_ - R 1 7/8„ I I I -I I I=III-] 11-_ #5 REINFORCING BAR III D : .11=1I1=1I 1=1I1=1I I- � Z VS I AP RPI ICF COMP. SOIL. (COMPACTED TO IIIII D . - 11=III=III= 95% MODIFIED PROCTOR ASTM ' �= 11=III=1 I I=1 I I� I I I III=III- D1557) III „IIII 1111„111„II1111111=„III-1 4" T-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" D.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C, STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH M 6 MIL VAPOR =_= 11=1 1=1 I, L =1 11=1 11=1 11=1 11=1 11= BARRIER IiI—IIIII IIIII... Ii111iIi1111- 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" d GRADE ° °° 11=1 I_I=1 11=1 I I-1 11=1 11=1 11=1 I I ----- _ =I 11= I 11=III=III=III=1 I I III I I I I I I (1) #5 REBAR w/ OPT. ' I -III -III -I 11= 11= I I=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N Cl) d ri e. III III bo 111; aIF . IIIII , M II •. -III- III- SEE A/S3/J/S6 =1 I I , ,III I ICI_ ,I I III .. I 8- FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K�-M� SCALE:3/4"=1'-0" S3 1 /2"(min.)- 4" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w =111=1 I 1=111 6 D . 1-111=111-III g ' I -III -III I I -I � • ai � II —II II-1II— (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 - WWF OR FIBERMESH r d III-111-III-III a . III I � I_I � I'•- 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' co00 GRADE a ° -_ - - a. CD w z z I-- W I -III -I _ III -III -III -III W 0 w n w -I I=III " I I 11=III=III z 00 LL R Mz 1 =III=111-III=III I I-111=111 =- w I I III -III -III -III -III I I I -III -III= ' FOOTING 11-III—III—III=III 11..111-III—' BEYOND PAD REINFORCEMENT . ' -III-III-I I-"'- 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rn T = W w w Q Q (0 N W d Q = w0W Of U 0 OW J N r- w �Z�J - trL�+ pip LO I— Z JJ^ �( E- o W Z �,� ., HOW �' Zr va �: y 1. cz �Ii=0 W 0 F- 0 t y `,'� xi t, 0 0 W F- W o J d. > 0 m uj LJJ > I— F— E W L 0 °7 � CC N W a '- - N M N CO co A' E W L t -. O S �o v �N w Qd E^ o a W (D W � LI as w 0 F- W~ Q Q� IX z of Z 0 IX LL V 0 0 J o Q O J L L ¢ ¢ v f n Q0o z�,�oz��o�a¢ 00mZZ C10 � CYCprz9Oz a 00Z -r�C�ZYa_Zz�p¢o ¢~ILL wo��cn_�Wo�U�¢ 0 OQ = LL O ��Q, Y Z Q Lo O N Z 0� >_ (n O M I` if ) �f��ti Q W Q LO tl _M Q>-Q00 Z 0 F— W W -1 0 O d0- 0 N o� N 4 o � L a) O O UD O Z Z ZO Wu> ww- 0 Uo�� J HWW2 W �ua.I=Q —_ �^ 1- 4 vJ U. ~WOQ = Z Q (=�I— v O J Z rn V 2 M Z W -ZZ11.0 N LU 00 O a W O a M U�QZU, .. z (V �Qo Z U U a MO W � Q z z J T o 0 LAST PLOT DATE Dec. 21, 16 O STRUCTURAL 1_II DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND ir___2x FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER iSEE PLAN FOR SIZE CONNECTION DEAD WOOD @ MID POINT w/ (3) 12d !�LS SPACED DOUBLE 2x TOP � V EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 (TYP) SEE ELEV. , USP SPT24 @ EA. STUD CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE • 518 x 10 J BOLT @ 24 O/C MAX W/ 8" EMBEDMENT1-H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) \—ROOF TRUSS -IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH "T TYPICAL C.M.U. WALL STANDARD 3" DIA: TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT BLOCK NOTCH LINTEL WHERE REQUIRED % W/ (1) #5 FOR CONCRETE PLACEMENT / 8STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: C FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE INS- , J 11 \\0001 rLu \00MON, > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR C GARAGE DOOR ROLLER — CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET 0 GARAGE DOOR TRACK SCALE: N.T.S. d L C . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° DOOR STOP U w ° ° ° MOLDING d' a dza T m U) GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE a d ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) — 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1' -4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) 1 (2) 1 (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE -2x STUDS TYP. -USP HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT \—P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. 54 —USP SPT4 SPT24 lisp 11t* 2X STUDS @ 24" O.C. A I It /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 G C P.T. ATE 12 (TYP.) SEE ELEV. USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" 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 BLOCKING (T)GP.) USP HTA20 @ EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY •/ MAIN SPAN ROOF TRUSS ALL LATH AND LATH ATTACHMENTS TO UPLIFT CONNECTOR BE OUT OF CORROSION -RESISTANT (SEE SCHEDULE) MATERIALS WALL DETAIL KE� — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF 4&, SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 USP rc uar Or SPT24 or or i,+ 10( ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR16 ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 SP SPT22 USP SPT4 M' d . ° d 2X8 P.T. BOTTOM P TE USP 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) uor or i 4 SPT24 USP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 .1 Q d ° nD 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE DVERLAPPING NAILS @ 6" aGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY "I K.O, BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 = W �U w ~ LL W Q Q � 0 N Wd< = Z❑ R N w Z iy w L ' Q 1 O N W 2' 0 �ooV5 W W �t c t pwLu �', ' af �- Q W W= Q p Q :a, �..r; W J (n w =ohm T_ X Q 1 ;_ W 0 (h 0 CM N W � to N V O00 M O 2 0. �.� O �o Q Z u ci 'tn, w D_ 1n 7W L p E M V a 'u rV w�0�w Fo-Q f2f gw,Z ixww-i ZZwwO� u-UOOQ W V QCYxJ VZU,�Z�-F-JQ<c��OZo�OomOZ Z U V�p z LL Q�QowQ�ZwzO�°oiL �F °- two pw OQ Q 0 9 O C)N z 0 f— >Uo 0 M O C Q M LjL QwQLo a. CM r Q Q OO ZVI— w w 0 O mj O N N 4 0 L >� LO O Z Z O wwu) 0 UjE2o J ~�W� > FW-�1 zwI­-Q I— O Z Q Z�Lu w `^ �ZZLL O Q M UU)zz z N �Qo Z U U � O 00 < Q Z Z J CF) CD LAST PLOT DATE o Dec. 21, 16 O STRUCTURAL J i DETAILS USP HGAM10 W/ (4)- 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS VERT. WEB TRUSS 15#FELT SPACED @ 48" 0/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 P. PARGE COAT OF CORD ATTACHED W/ (2)16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH j IN THREE COATS. TYP. 2x4 "T" ON TO OF PANEL BLOCKING, U.N.O. AT EXT. FRAME FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION SHEETS FOR TEXTURES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 114" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"4" P.T. PLATE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION MOISTURE BARRIER STRAP MISSED VERTICAL WEB; USE SCALE: N.T.S. S5 USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) REFER TO SECTION SEE STRUCTURAL NOTES AND 7KNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER -7 TOP CORD BLOCKING 45°± FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" O/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END GYPSUM WALLBOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 5/8" x 10" "J" BOLT @ 48" O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. S5 1A ON SHEET S5.1 - N T FOR X-BRACING, AND r M M x TOP CHORD N oo oo BLOCKING INFORMATION 1 1 WOOD TRUSSES bo co 2x4 RAT RUN BRACING " AT 24" O.C. ON TOP OFflv 12- 1 2 BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 114" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) J 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT ... , ....., ... ...... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL RUNNERS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" O/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT, FRAME WALLS. SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2)16d NAILS 2x4 OUTLOOKER @ 24" 24" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) USP RT16 OR EQUAL @ Ilk EA. OUTLOOKER DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT USP SPT4 EACH JOINT W/ (2) 10d & (2) @ EA. 10d TOE NAILS @ EA. END STUD 2X6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOL 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV TYP. TOP &BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx: @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD SEE PLAN FOR 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) vv. ..�r..u•u var i ,pan w (i r.� - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W/ :.. (2) 12d TOENAILS ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS TOP CORD BLOCKING FOR 2x4 OUTLOOKER BACKNAIL W/ (2) FIRST FOUR ROWS SEE STRUCTURAL 24" 0/C 16d NAILS @OF TRUSSES @ NOTES AND NAILING EDGES OF SCHEDULE FOR SHEATHING TYP. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. "L" BRACE TO 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EXTEND AT LEAST APPROX. 8" FROM 90% OF WEB RIDGE FASTENED AT LENGTH (SEE EACH JOINT W/ (2) TABLE) 10d & (2)10d TOE GABLE TRUSS NAILS @ EA. END 1/2" CDX PLYWOOD OR 2x4 PANEL BLOCKING 7/16" OSB SHEATHING @ 48" 0/C FOR THE ATTACHED W/ 10d NAILS FIRST (4) ROWS OF 6" O.C. EDGES AND 12" O.( TRUSSES FROM EA. (2) 16d FIELD END TYP. TOP & NAILS 15# FELT BOTTOM ATTACHED PAPER BACK METAL LATH PARGE COAT OF W/ (2) 16-d TOENAILS CEMENTITIOUS FINISH TO BE 7/8" THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE USP SPT24 @ EACH STUD ELEVATION SHEETS FOR TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a_ z 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48 O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. w _— ----w ---- w 0 o 0 z o w ' d m o o 0 d w o ED o w cc NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-03 SCALE: N.T.S. SrJ SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �w U w ~ LL W z Q m O N W d Q 0 = z N_ w 0 0 OW N J w Z LL J < N $ u) O 00 _ 0 Z _ Q ` r LL - `Lw u) v .. F- o w AF,az I z y z wow p w �O u� "°m os I_ w 2 wol-0 worm F_r /�� LO N E "�Or? W L 0 >1 cy) N NINE 7 N V _0 20 - ° M M Z) .O i' O *� �s °�� �< U e •N w QC ^' N W L 000 E a W w~ �� III J Q w �mQ O Z� Z W Q����0 it LL..UO'�0 oO9Q oz < OCW0oWo dZ m IL0OO 00 IL _jO>Y❑Z"-0WLLZ °?ZQYoa H Q Q ¢ Ow < O Qu O O N Z W 0 t-- (n O 0 � M O Q u) co � 2��� < < Lq d- co Q Q 00 z C) W W _jC) J 0 N N 4 0 1 �° L 0 r Lo 1 O z z z0 cu W W (A 0 UQ�o ~IxW� i ''J' W ~ z W H Q E- LL I-m0¢ I..L r=F-=Z v Z � Ill J (Qn 2 V a'ZZ z w ILL N LLI 00 O _j 2 z 0 a M U a— .. z cV F ZQo U U � O m Q Z z w 0 LAST PLOT DATE Ei Dec. 21, 16 -F-0 O STRUCTURAL J DETAILS 12 Z, I INSULATION - BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7116" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL D NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD wI= INSULATION PER CHART ON SN1 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C Y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ THE CONCEASTOPPING SHALL S6 S6 SPACE NET APPROX. EQUAL AREAS.E L ` FLOOR SYSTEM ETAL SEAT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSULATION PER CHART ON SN1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL d- c E N M 6x6 W1.4xW1.4 WWF OR FIBEF 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY p - OR FELT PAPER FOR MOISTURE I BARRIER e a: STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LL v 4"x4" INSPECTION PORT AT w a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE FINISH GRADE 00 e ea —_- I I El I I—_ I I I —I I I_ _ III — III — I �- _o ��4A, IIIIIIIIIIIIIII J'� I I STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4" ' ' '=g (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION , SCALE: 3/4"=l'-0" op USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- FY BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-O" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING -END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED • • iILLHZI w,L WEEP SCREED INSTALLED PER MANUF. USP HTA20 @ 24" O.C. W/ 10-1 Od X 1 1/2" NAILS INTO BLOCKING TRUSS & MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ — (2) 10d @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" (3) 2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -10d NAILS TO STUD PER STRAP SYSTEM MSTAM 36 SCALE: N.T.S. RIBBONS WALL LL S6 DETAIL (FLOOR TRUSS) 0 SCALE: 1 1/2"=l'-0" ��S6 NOTE: SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE / (1) ROW OF 2x BLOCKING @ MID — I HGT. FOR WALL HGT. < 8' 6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. :::X TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBER MESH n _ a a a: ° d . a I — —IIII11 MII- -III,; I �Illtlli=itlliiitllI�I1— CHAIRCONT. ON3" 8" V-8" lI 8„ CHAIR W/ 3"MIN. CLEARANCES IAlrrinlrlr') n c+rnnv rP1 A n Ar 1 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART KIAIL ING 1, OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 6" O.C. W/8d COMMON NAIL 1__m� )OR SYSTEM (E)STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL FROM TOP NO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING ( A HEADER W/8d COMMON NAIL@ 4" o% OF TOP PLATE BOT. OF TRUSS) NO JOINT BLOCKINGG IS REQ'D. SAME NAILING 2X4 P.T. BASE PLATE * 15132" EXP 1 OR 7116" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF JOINT PATTERNREQ'D 1A►AI I r%I II-Ar1114Ir% I&1^rAI 1 n •IA II Ikle% r1n1 Ir11 / \ sFF Np�Gv 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. — DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d e: Cl) -I.'ea . e r e° I I °. I II I I a (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS M S6 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/36 FOR MORE INFO -2X STUDS @ 16" O/C 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. -USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE EE o V SCALE:3/4"=V-0" S6 =W �U w 11 W Q Q N W Q = WOWO w OW air' N W Z J > J w p Lo p 00 LQLo -ONZ r F- I— W An 2~Ocn JLU U- :3 $a C/) 0 4 W Wp�O U Z U W 9 1T w ��✓ W O oo I- F- Q N r, E n, o \W L. = 0 M M N /` f ' l f� �/ _ 6 M M A, r p u `v o U o U a �- Qg tn V uj Q N L o E2 N 7 a ) w w w �LLI Cn w0H wlw-Q �2-1 )rgYz� Z LL. Q Q U Q�- JUO��V),VOOLL-10 0(�x ZLL�y�Z�-1 (n090 H-: "' Q Cy 0 0 uo�wFnzOiRoomoz ��� >ZYgZ_zw6wLL 0 a LL Z ¢0w 2Q -? oYZ.Q�Q LLQ O )Q-QLL O O N 0 I— >WCD z D � M O Q � M Lo LL � U) Q W Q u? cy) T- U<� z ~ Wz W� J OCD It r O 04 1 6 04 1 4 O C 0 � o Lo 0 z z WO ICUQ U) W U?�0 Lu OW WW2 C� 1­4 HQ H LL I —a mOZ ..L �+ ZW0� 2 Z of 000 Q.ZZL- N w 00k.0 O_j2z O ¢ M UU)Zz z N �Qo Z U U � MO W Q Z S6 Z w It O 0 0 LAST PLOT DATE Dec. 21, 16 O STRUCTURAL J i DETAILS —MONO DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 OA 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"Q1 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGERED BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �� 1-1/2DETAIL MASONRY THROUGH 3" DETAI L 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. "" 16" OM 1X4 P.T. 3116" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 T. 6EDGE 0 SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" ..Q'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWSINTOMASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'4" n SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE W:TH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 2'-0" 8" EQUAL 20 ga. PANEL ANCHOR - 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) �7Zi1�111�37 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC T MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP -SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' T_ HOOK (l +5^ 'LL NOTCH WEB AT FIRST 2 COURSI ""' '.T CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND (4) 4' X 1 4' WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#]) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. FILLED CELL PER FOUNDATION PLAN 51 YP.) FHE :S I IAIAi%nl=0TADI C IAICTAI I TlnKI FILLED CELL INSTALLATION ( H � SCALE: N.T.S. X 12 + ". + SEE + + PLAN + + + + / + + TRUSS USP RT3A 2X4 SYP EACH TRUSS CONNECTOR / SEE LINTEL- SCHED. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" COVER CV co 6-0" p � g I_� P. , I ° 1= TRADE ° ° R z_ r �p 0 I_ 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I -F.F. P. . (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN —PLYWOOD SHEATHING + �+ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SFF SOFFT I')2 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL .4 USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a~' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D, 1'-0" 5'-0" NISH #5 BAR CENTERED W/ o ° .. 9T K IN TOP o _ p KNOCKOUT/ N CHAIR BLOCK MONO FOOTING o _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I E: _I o CLEAN FILL -o ° DIRT 6 z ° STANDARD o 0 99 HOOK c� #5 BAR IN FILLED CELL ° \ ° ° ° a ° V STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. �- DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO } z EXISTING BOND BEAM 0 2 FILL CELL FULL HEIGHT W/ o W NON SHRINK GROUT. W � a A 1 a g 5X6'EMBEDDEDINTO U Z g EXISTING FOOTING 2-#5X6' IN CONC. Lo N FILLED CELL DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY ;4" SAW CUT A SECTION i— EXISTING FOOTING j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. U) D_ F W U w ~ W W Q Q m O N W Q- 0 = F_ " z ❑ . 0 r N N WOO wz�_j ff 1," - 0 x`w- �,_ Cvl W .. ao ./Q 4, w < '� I ❑ H w z„. p C LL F- 0 W w ,5 'd mu-_❑'✓ Lo W CD J f/i 11 ❑ 00 H 1-- Q n Eo 2? W L U MN 5 N V 70 m r'i /• 0 W � 2 o _p O u- o Q "N Lu >?d a)0 E� 2) ILC-1 ao w W (D W ❑ W ui w�¢ ��-1 Q aD w0� l�YzQr Z Q (� Q U)0¢w¢U-0oa�o n 0 ZL�OZ�00�_ O o0)�9065 ZoRoomZz ZYOZ_wzow� V Z LL �QD_ ¢pw �_�� a- gWO�O Q ~ OQ ❑ Y Z Q ❑�Q� O 04 Z 0 f— >U)O O O co 5 ti L(� Q MLL 0�6-C'M Q Qco Z U I-- Lu W _� O mi Cfl 0 CV N d' CD c 1 co LL o O >1 r Lo 1 O z z O oW0 0 goR0 F W 2 �^ IW ZW WF---Q IX W ~ < v J U- LL X a v Z ?� J z �zz LL N w 0000 O�2z 0 Q M V�nzcy' z N 0 Z U U O a W z z Lq %j v 0 O LAST PLOT DATE Dec. 21, 16 4i 0 O STRUCTURAL _I i DETAILS—RETRO FIT THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE = 1'-0' : " NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND 2x4 syp NAILED TO STRINGER blocking strap (U MT 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" STRINGER MUST MA CONTACT WITH LAN 2x4 CUT C. �. DOES NOT BEAR IN WALL GLUED TO 2x8 <(_ F S ECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL -� DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS ON VIEW "A" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP SCALE: 1" = V-0" E 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER COW CTION VIEW "D" SCALE: 1" = V-0" 4" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x12 TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 7 BLOCKI FOR STRAP SP I MTW12) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Ll /ORDR ED AND NAILED TO STRINGER YWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (USP MTW12) BEHIND RISER SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 2' = 1'-0" SCALE: 1" = 1'-0" :R 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO RISER AND TREAD 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I.,X 2 4" TAPCONS @ MAX. 32" O.C. GLUED AND NAILED TO STRINGER DRAFT P SYP DRYWALL STOP ST NOT TOUCH ^ RINGERS A BLOCKING FOR 2x12 4 PT UNDER 2x12 NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLY" ON DECk —2x8 SYF AND N/ FRAMII' 2x4 BLOCK C� rno nr DCVCL ULUCU AND NAILED TO LVL 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER--/7\ !SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / "cPROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTT( OF NEWEL POST PER CONTRACTi R PROVIDE SOLID BLOCKING )E )E BELOW ALL NEWEL POST VL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" 0 1 /"III"'` I..#UIVO I MUU I IUIN Ur. I /-XI L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (1 u POST LET INTO _OCK DE ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES a ECTION VIEW "H" SCALE: 1" = 1'-0" i xW �ULL w WQ Q CD o WaQ Zp N w Z O c T^s O W FY T v Y :' is N r LO J Q w lYlr� r CO �g » 5. t� O ap LO O� w - N W QF-Zp ® Q =-0- {— p W >- Z tLpp F=OLL rGJ =p wOF-Q U U Z CoQ = Z I- 2 Q r p p �'. 6 1 T3 w !Y 0 W rn _h - =��m W Win: p Q I=-H �1, i E 0 _W L 11 4— L.') t rMi 2 O U o � 0 0 �zu��� u Lu W L 00 E ai .9) 7C3a 70 CCL -a W��2WF-Q �W uj W0� of_zJwYZW Lg� z 13U Q°o �°w1600J0 f O LL 2z2_< O<OO01200m J�Z a>Y0 0zU W�r) a Q Z W°�F F WU❑� Q 0 2 Z) LL Q 0 0 Q z g ¢ LL F-. O N Z W o � > (n O 0 M O U) CM � CQ G U 1" Q W Q 1p F- ir- co r <UaCO Z Z� W JC) O d' O O N N d' O C N O UD O z z Q )5 p W (A a Q ~ �W� > W O U) 1�1 WHQ H U. LLI �■ I— = Z aV '='1n� Z 3 III V �}�� iZW 110 D_ZZ ILL N W °-52W Z M U=Qz N o .. Z U U � M0 W � Q Z ST Z W J o O LAST PLOT DATE Dec. 21, 16 0 Ji STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • PC 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE BF32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.08 8F12-0B 8F16-08 8F20-0B 8F24-OB 8F28-OB 8F32-OB 0-16 8F12-1B 8F16-1B 00-16 8F24•IB 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547(7.) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19) 7181 (19)1 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14) T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 3 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45) 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'4" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB BRF10.OB 8RF14-OB 8RF18-0B 8RF22.OB 8RF26-OB 8RF30-OB 8�.1B 8RF10.1B 8RF14-1B 8RF18-IB 8RF22.1B 8RF26-IB 8RF30-13 4`-4" (52") PRECAST 1635 1749 3355 3280 4349 5421- 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917(19) 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 4 SAFE LATERAL LOADS FOR R" PRFCAST A PRFSTRFSSFD 11-LINTELS CAS*-CRETE SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN*. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 V-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'4' (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4A3T-4cRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F16 iT 8F201T 8F241T 8F28 iT 8F32 iT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32.2T 2'40" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 1 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23) 1021 1634(12) 210 11) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 1 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113115) 1471(15) 181XIq 2152 (16) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 1185(15) 1458(15) 1732(15) 2007(15) 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798(15 1034 (15) 1272 (15) 1510 (15) 1749 (15) 494 599 1028 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15) 373 606 14 783 (14) 962 14 1141(14) 1321 (14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15) 346 559 14 723 14 887 (14 1052 (14 1218 (14 410 420 709 1050 1434 8 1694 (8) 1954 7) 14'-8" (176") PRESTRESSED 239 323 519 13) 671 13 823 (13) 976 (14) 1129 (14) 246 390 655 968 1324 8 162�11 1874(11) 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 (13 1052 (13 230 364 609 897 1224 8 1562 (14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 (12) (12) 872 (12 192 303 500 732 993 8 1268 (14) 1470 14 19'-4" (232") PRESTRESSED 162 222 347(11) 446 11 A 12 W (12) 746(12 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 30611) 39311 48011 56711 654(11 142 1 230 369 531 713 7 903 13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 10) 37811 461 10 545(11)1 629(il 137 221 354 508 681 7 861(13)1 997(13 24'-0" (288") PRESTRESSED 124 175 267 10) 341 10 416 10) 491 10 566 (10 124 200 316 450 600 756(12), 87513 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF10 iT 8RF14 iT 8RF181T 8RFZ2 iT SRF26 iT 8RF301T 8RF6.2T 8RF10-2T 8RF14.2T 8RF18.2T BRF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6`-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7) 2442 6 2931 6 3257 506 1 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 1 491 93112) IMP 1640(15)1 1980(15) 2322 (16 395 1 589 1135 1514 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 c ) UNIT '2386- 1ST FLOOR PLAN 1 /411 = 1'-0" O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE r8FF16�-1Bj)01T a-<� �_ - - c - c � O G00° o T00 8F16-1B/1T 8RF14-1B/0T O O p= - p= - L r - :o - uo8" PRECAST LINTEL W/ (1� #5 HOR CONT �' BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - 0 o ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR C.M.U. G - wUzwtw- 6 #SREBARAT ouj 0 z° BOTTOM MIN. (1) LL cJ O •• REQ'D 0 LL (j m N z¢ o w ° 16 GAUGE POWERS in a 0 " ° STEEL BOXED � a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. _I Z F- GROUT 00 z w_ #5 REBAR AT BOTTOM o OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP U) E- U w w WQ u- U) o N wa-< 5; 0 = z o N NW `. O - ^� af m A ' -O�z r w =F-ZD O U) � C, w z LL D W (J,�q a acy W wpi-O Ln :t LU =0�m �� Q E o> L *= '0 O W 0 iM N 0 N 7 N V �° W M /• t CO_j"- 00 _O OLLo Q � •N w 0-N co E co CD V, WW (' W w ULLj � WP w w2O0 WQ zr of Z �o�-JU)��Y0�O00'ULL UO Q ?xJZWOZmQo�a�c3�� On� cyU)0ZOLL00ED >U'O nwwUixw¢� _J OZ LL YZO�wW w ~QQOUZ ¢Ow w 6 WOOLLc/) 2 0 Q OW O¢Q LL ¢ O LL O CV Z 0� O _> O co O Q M LO Q- U) LL QwQL? 0 a cM <Ua00 Z f- W > W J� O (D Q0 0 N I Cn N 4 O O O L J O Z Z ZO IN www> Q Uo�o a)J F- W W � a Cn LL z F- w 0 I- = Z a r=� v O � J Z (� V � Z � ^ CL Z Z D- N W 0 OJ�z Q Q ro ULzz z N a:QO Z U U � 0 m S11- z z 2386 w J a 04 0 LAST PLOT DATE O STRUCTURAL -J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No. 3 1453 2654 2654 2574 2574 5'-4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" Tz' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 1 979 988 9'-4. 8'-g' PRECAST (2) D4.5 WIRE (2) No. 4 467 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 101-0" PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 1 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No.4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 N.R. 22'-W 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7(2) strrand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 No.N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" Vie• ' i.e•' f. DETAIL "C" DETAIL "D" TYPE DESIGNATION P -SOLID UNTEL/ QUANTITY OF 0 5 BAR AT S -SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH] I `QUANTITY OF#5 BAR AT NOMINAL HEIGHT -I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UNTEL STEEL GRAVITY GRAVITY UPIJPT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)45L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 64" N-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (21 D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 64' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 1 3063 3183 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-S' PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No.5 1439 1 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'4" 12 IT' PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 15'4' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 18.-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 967 961 446 872 (2) No. 5 21 '4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "I" DETAIL "K" TYPE DESIGNATION P - PLAIN UNTEL/ -I QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER .- CA- [8xl 6-P-1 L/1IU] NOMINAL WIDTHI) J `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##51) UU0) LL SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'40" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0" Z-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 4'-4" N-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9,8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN UNTEL -1 r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOW ER UNTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ `QUANTITY OF#5 BAR NOMINAL HEIGHT UPPER UNTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U(1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL?DETAIL'G' DETAIL'E' &'F' 2'-10" V-6" PRECAST 2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'4" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4' 8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'4- 4'-a PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 1 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4' 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'4" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 154' IN-O" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1095 1095 551 887 (2) No. 4 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-41 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No.5 22'4" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No.5 (2) 7/16 strand + 2N-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P LINTEL/ �I r QUANTITY OF #5 BAR AT :PLAIN S-SOLD LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] ` NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF #5 BAR AT UPPER UNTEL CAVITY DETAIL "E" DETAIL "F" DETAIL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2' PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" N-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 101-0" PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2) No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No.4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7strand+ 1368 1368 771 1264 (2) No. (2) 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No.5 12) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLIDUNTEL -] I LOWERLINTELCAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH]IJ L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLD #5(1)U[0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAICDJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74' 2'-O" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4' 31-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 N-8" 1 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'4' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8' 814. 11 IT, PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 r%CTATI "MLJ11 MCTATT "Hill' IICTATI 1I"Nil" TYPE DESIGNATION P - PLAIN UNTEL QUANTITY r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH)IL QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 5TH EDITION (2014) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 11 11 3000 PSI GRtuF1'�JL'D 30EE SCHEDU E) (PLACED INl #5 CONTINUOUS RE 'D. QR STRUCTURAL PLAN TSTIRRUPS AT 4'-0" cc 00 w OR WELDED) "TLnTOM BARS SCHEDULE MIN. MI . 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2 (1) #5 CONTINUOUS REQ'D. + M PER STRUCTURAL PLAN m �n 7/32" STIRRUPS AT 4'-0" cc Go m (TIED OR WELDED) N BOTTOM BARS = T SEE SCHEDULE 7 5/8" BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED S FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESSISDTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (7)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (I)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 7681 10000 10000 10000 5'-l0" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" C-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4. 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4' 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 1T-0" 10'-8" PRECAST (2) No.3 (2) No.5 2436 2436 1727 2436 12'-6" 1l'-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 1N-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 2413 2413 1338 1974 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2149 2199 1219 1846 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-O" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand +T(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 898 898 481 947 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOUD LINTEL I LOWER LINTEL CAVITY [8xl L/1IU] NOMINAL WIDTH)I I6-P-1 `QUANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 1)UU0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 1OD00 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE 2 No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 I. O O v v U N IT '2386' - 1 ST FLOOR PLAN 1 /811 = 1 '-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLIDSOLID #5(1)U(1)L #51 ) L (O #5) U L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-41 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 1 489 261 393 +i� :� did :. ie•' �'. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DErAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'4" 8'4" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION P - PLAIN LINTEL/ r-QUANTITY � #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8X16-P-IL/IU] •�'�'.1 �. ,? `QUANTITY N@BNAL WMTHJJ OF #5 BAR AT NO NINAL IFICHT UPPER LINTEL CAVITY DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPP I1F4ZIrNIATIAKI P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SQLIB LINTEL -1 rLOWER LINTEL CAVITY [8x16-P-IL/I Ul NOININAL VMTHIJ ` I"NITY IF #5 BAR AT NONINAL HEIG f UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID UNTEL -1 I LOWER UNTEL CAVITY [I8xl 6-P-1 L/11U] NOMINAL WIDTH) `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type PLAIN SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 74' Precast 403 1134 7' 8" Precast 392 1100 8'-0" Precast 363 1037 8'-4. Precast 318 981 9'-4" Frecost 222 772 10'-6" Precast 156 600 Precast 132 651 Precast ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'4' Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 Prestressed N.R. 138 27-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended W = W 0� W 0zLL- Q w � o d Q W 0 = lz- O Q..r ^ T- �. A N 04 N U o J WZ LL WSJ ,"r a i 3 vLO BA oOD wT Q Z ❑_� ~ Q C J0 ❑ 6a ', - Q O �ZP=w 0>(� �\ -, W P O W W ��(� to` ='� l 4 2 _ LL ❑ wz�O 4 J (n 0 In ♦- H Q n` E > 0M O W (n V �_ ,� M L O O U o O LL0 m Q -tu�� �N u Lu CL� C CN i. o E( oo � � N w W (D W ❑LLI Uj wOF- UJ w F- Q of w� F-Z Z �n-�wO���L�i U00 0 =Ww09ozOWo0mz0z¢� 0 U a Fnww � wz❑ 0 0oa U LL Q0QpwQ0ZWZO �_H Q wZ OW O X ❑ Z)❑ LL a O Q Q I- Q LJ- O O N Z O F- > u) O O Fz M O Qcn"' a. � ti LQ wN uL r 0L CL r aU<00 Z ;- W W JC) O O N 6 N 1 4 0 O �o � L") 0 z z Z 2 CN WLu�> a U) Q U��o \ 1.-Wa- / ',�','' M 0- � ( W zWl- Q l- / CO --- =O Z FZ 0!z: w Z (� V 2 W w /'� Z Z LL N w 0� O-12z 0 Q (M U�Qzz z N 3:QO QU U J 11 _Q 00 Q Z S12 w d' 0 LAST PLOT DATE O Dec. 21, 16 O STRUCTURAL _J DETAILS (L) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Categ ubcategory Manufacturer Product Description roval Number(s)Test Pressures '1. EXTERIOR DOORS A. SWINGING Therrni Smooth -Star and Benchmark FL152 5.a +67.0f-G7.0 sf ThermaTru Premium, Construction Series and Benchmark FL15225.8 +47.01-47.0 sf ThermaTru Fiber Classic I Smooth Star FL15000.1 +55 01-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0i-40.0 psf C. SECTIONAL Clop2y Build!29 Products Residential WndCode Doors W5 8X7 FL15279.37 +30V--32.0 sf Clo a Buildin Products - - Residential'�"VindCode Doors W5 16X7 - FL1 5279.53 +30.0/-30.0 psf - Cloe2y Buildi Products Residential WndCode Doors WFi 8X7 FL15279.85 +38.0/-42.0 Esf Clo ay Building Products Residential WindCode Doors W6 16X7 FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see Inst sht) 2. V41NDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217A - FL15217.5 +50.01-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.01-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.01-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 NIA - E. OTHER 3. PANEL WALL A. SIDING dames Hardie Building Prod. Cem lank Lae Siding and HardiePlank Lap Siding FL1319Z1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 - +70.0/-70.0 EEL C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 and AR FL5444.1 NIA B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328.6 WA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA O'Ha in Manufacturing, LLC O'Ha in's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 NIA F. OTHER - - 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 NIA Town and Coun Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 sf All American Shutters Galvanized Steel Storm Panels FL13578.1 NIA 6. STRUCTURAL COMPONENTS - A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Sim son Stroh -Tie see chart B. TRUSS PLATES ITW Building: Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Boise En . Wood Prod. Versa -Lam SIP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Ensilineered lumber - TJI FL1630.1 - FL1630.11 WA Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 NIA D. MATERIAL Cast -Crete Co . H h Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. Fligiil Stren th Concrete Lintels FLi 774 NIA Powers Steel, Inc. PSbox8LT, PSb2x 5-5/8 FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels IFL11383.1 I N/A The products listed below did not demonstrate product approval at plan Review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE USP Stock No. A3 Connectors Florida Statewide Product Approva I No. FL17244.1 > Evaluation Report Basis ESR-3455 Simpson Stock No. A23 C Florida Statewide Product Approval No. FL10446.2 Evaluation Report Basis ESR-2606 H D210-2 HD212 2 FL 17232.3- F 3 L17232. ESR-3445 - ES - R 3445 H U210-2 HU212-2 FL10655.20 FL10655.23 ESR-2549 S - E R 2549 H D216 FL17232.3 ESR.-3445 HU216 FL10655. 9 ESR-2549 HD216-3 FL17232.3 - ESR-3445 - HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 _ _ HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 F11-10655,34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17 32A ESR-3445 HU412 FL10655.45 ESR-2549 H D610 FL 17232 A ESR-3445 H U610 F1_10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGAI OKT FL17236.6 E_SR-3448 HGAI OKT FL11470.4 SIM200803 HGAM10KT FL17699.1 - - Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 F1_17324.1 - Evaluation Re ort HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTV'V24 FL17244.8 ESR-3455 HTSM 16 FL11473.11 SIM200802 HTW30 -- FL17244.8 ESR-3455 - HTSM20 FL11473.11 SIM200802 HTWM16 _ FL6223.2 Evaluation Report - HGT2 FL10456.18 ESR-2813 HTWM20 HUGT2 FL6223,2 L6223,3 Evaluation Report Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 H US212-2 FL17232.7 - - ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 - ESR-3445 - LU26 FL10655.104 ESR-2549 JL24 1171_17232.8 ESR-3445 LUS210-2 _ FL10655.107 ESR-2549 - JL26 FL17232.8 ESR-3445 - LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 _ ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR- 2549 JUS26-2 FL17232.12 ESR-3445 LU S46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEGS FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 F L17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL1744.15 ES Rm3455 LSTA15 FL10852.4 ESR-2105 LSTA12 - - FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSA24 FL1052.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 - LSTA30 FL17244.18 -ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT208 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496,3 ER-136 LTS20B - FL17219.3 ER-0200 LTS 12 FL10456.29 ESR-2613 LTTI31 - FL17219.3 - ER-0201 LGT2 FL11470.7 SIM200803 LTW12 ..._.w....... FL17244.8 _... �.._. ESR-3455 � _ LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 - FL17244.22 - - _ -ESR-3455 - LTP4 FL10446.19 ESR-2606 MP34 _ FL1724.23 ��... ESR-3455.... _._ LS50 FL10446.1 fa ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 - - ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244,18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.1 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 F1_17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 - MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456,35 ESR-2613 MTW16 FL17244.8 ESR-3455 - MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTVV20 FL17244.8 - ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 F1_17240.5 ESR-3447 M113HA3.56116 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11i473.2 - - "SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 HI FL10456.5 ESR-2613 PHXU3516 RFUS RS150 FL17241.20 - 171-6223.5 FL17244.27 ESR-3444 Evaluation Report ESR-3455 H10 H10-2 H 10A FL10456.6 FL10456.7 FL10456.6 ESR-2613 ESR-2613 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT 16A F L17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 - H2.5 - FL10456.11 - -ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 _ ESR-3448 H8 - FL11470.3 SIM200803 RT7 RT7A FL!7236.11 FL17236.11 ESR-3448 ESR-3448 SP1 SP2 FL10456.41 FL10456.42 ESR-2613 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 - ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.3 ESR-3455 SPH8 FL10456.48 ESR-2613 U24 -FL10655.141 _ ESR-254 SPTH6 FL17244.32 ESRa3455 HHUS28-2 FL10655.3 ESR-2549 _ SPTH8 FL17244.32 _ ESR-3455 _ HHUS410 FL10655.4 - - ESR-2549 SUH24 F1_1723 .14 ESR-3445 - H US5.25/12 FL11468,11 SIM200804 THD28 - FL17232.17 ESR-3445 I-GUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 - ESR-3445 MSTAM24 FL11473.19 - SIM200802 THD412 FL17232.17 ESR-3445 1t'ISTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 - ESR-3445 HHETA20 FL11473.9 SIM200802 -- UGT'S3F FL2033.1 Evaluation Re ort LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 -*--a N (D C_ U) O� N N � � (D Q O. 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Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape a SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WP01 SELF -ADHERED FLASHING WP02 WP03 EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER co EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT = EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING <era; FLANGED WINDOW -- UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) d REFER TO TECHNICAL SCORED LETTER ON CHEMICAL ,T., RELEASE PAPER DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rul01-11110.3 rvMonuw A.SHING WP04 E 4M 0 SECTION -A (SEE DETAIL WP 6y :149S1TIA 7a79 FTIRU11►It SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING I WP071 SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER =LF-ADHERED FLASHING, (TEND A MINIMUM 6" RTICALLY FROM )TTOM OF -IRESHOLD z, WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 0=111*181 2�= SELF -ADHERED FLASHING INSIDE CORNER Ground O G d N A G d °4 d. d d d d d Foundation Wall"A d . G d . FOUNDATION WEEP SCREED NOT USED I WP101 NOT USED I WP1 1 I NOT USED (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco WP09 WP121 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the 1" of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ........... ............ ............ Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing FLASHING REQUIREMENTS R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all -116-+ N CD Cu O U O 0 Q O Co Cn .0 O O (D O LL Ca O CU O > ca- i � 0 C Q I- -0 .- U) Q W CD c- W CU 0 < 0 =3 O L U) Lu z z ¢ a SHEET NO. WP1,0 ■ 4(&MI5 Florida Departinart ofCanmmua*Affairs 2555 Shamard Oak Boulevard Tallshossec Fl, 32399 Wig: AllArmerican Shutters and Glass 22ga & 24ga Storm Panels Project #15-2394 To Wl itMrryConormm: Please be advised that due below signed engineer does not have nor will acquire a financial totrraest in the Company tasnuftictuling or distributing the pmduct(s) for which an. evaluation report or validation cartification has been per, as re:obovve: This. engineer is not owned, operated, nor controlled by the nuouifacturer or distributor noted above and does not have any financial interest in any Dither entity Involved in the approval process of the above-rtrttd pioduct(s), 46549 CC Frank L Bernardo, P.E. * gpt E OF 'r FL PE 0046549Bousards' P.E., Into, 0, 40Rta ' Frank I. A sroNar�ti' Catt of Ault #9885 ._.......se 160 SW 12T" Avenue # 106 DEERFIELD BEACH, FL 33442. PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGaXP.COM ENGINEERING 41612015 All American Shuttas and Glass -- 22ga 8& 248E Galvanized Steel Storm Panels Page 2 of 2 2. Minims n Alloxrabile Spares 3. Minimum Glass Separation 4, Anchor Spat No 33% increase to allowable stresis has been used In the design of this product separation from glaring Is not required for Installations outside at wind zone 4 and essential faolities. impact Resistance. Large Impact Resistance has been demonaltreted as evidenced in previously listed test reports, and is accounted for In the engineering design of this product. IMfnd Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (La. engineering drawing). Installation This product shall be installed In strict compliance with Its respective Producli EvNvation Document (i.e. engineer" drawing), along with aI components noted therein. Product components shall be of the materiel specified in that product's respective Product Evaluation Document (to. engineering drawing). Limftedons & Conditions of Use: Use of this product shall be in s41c1 accordance with the respective Product Evaluation Document (I.e. angineerinng drawing) as noted herein. AD supporting host structures shall be designed to resist all superimposed leads and shall be of a material Ilated In this product's respective worboP schedule. Host structure conditions which are not Mounted for In this produces respective anchor schedule shall be designed for an a site -specific basis by a registered professional engineer. M components which are permanently installed shall be protected against Corrosion. Contamination, and other such damage at all tirraa. This product has NOT been desigried for use within the High Velocity Hurricane Zone (HVH2). 160 SW 12T" AveNue $ 106 DEERFIELD BEACH, FL 33442 PHowe:954-354-0660 PAX: 954-354-0443 WWW.ENGEXP.COM OTT Ancloor specifications shag be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No.15421. 7. UMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strfctly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Doc iment (P.E.D.), drawing No. 18- 021 prepared by Tvileco, Inc, and signed and sealed by Walter A. Tdlit, Jr., P.E. 7,2 Product may be Wiled within HIGH VELOCITY HURRICANE ZONES as d~ on section 16.2 of the Florida Building Code. 7.3. Product shad only to Installed into poured concrete, concrete blade, and wDod frame structures. Product Evaluation Report prepared by Walter A. T8111, Jr., P.E. (Flrrdda License No. 44104 President of Tilow, Inc. (Florida EB-0008719). NGINEEFIING �i���" :P � A FRANK L. aWdARDO. P.E...,MC. ,w"OyeiOON M /2015 Florida Department afBusiness and Professional, Regulation 1940 No tth Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries 0.050" Ahuminum.Storm Panels Pmjwt #15-2336 115111111 11", Italy Please be advised that the below -signed engineer does not have nor will acquire a financial jintevesit in the company mating or distributing the products) for which an evaluation report or validation certification has been prepared, as iced above, This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial irate -at in any other cadity involved in the approval process of the above -noted prodaet(s). y 465549 •: ,k Frank L. Bernardo, P.E. Funk L 111mmarrdF., o, P Ire. FEO$l4� �d FL PE 0046549'�iONAL +vtruwst►w Cart of Auth #9995 160 SW 12T" AyeNue 0106 DEERFIELD BEACH, FL 33442 Phone: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM P. E ■ R.T. t'J tFi�I�FeIN#3 EXPF7.a s P"r2CIOUCT E VALUATI©M REPORT ENGINEEi4ING EXPRESS* EXPERT PRODUCT EVALUATION REPORT 01120116 VIication Number. h' �D.I -- 5 Projet Number. 1&23M Product Manufacturer Town & Country Industries Manu rAddr 400 West McNab Read Fort Laud ate, FL 3UM Product Nano & : 0.060` Alm Stomr Panel For Use Outside the WHZ and Essenrlial Facift s Scope of Evaluation, This Product Evaluation Report is being Esau in accordance with this requirements of the Florida Deparbnaint of sualness and Professional Regulation (Florida Building Commission) Ruts QWW811320- 3.005, FAQ, forstallewide sooapiance, per Method 1(d). The perm noted above has been and/or wishusted as surnmattred herein to show Compliance vas the Florida Miildbg Coda Fah Edition (2014) and Is, for the purpose Intednded, at equlValerit to that required by the Conte. Reevaluallonof this product shy be ngqured fnivArl l; pertinent Florida BuIlding Coda modiiinitlons or nwrlsions. SUbstandailtlg Date. • PRODUCT EVALUATION DOCUMENTS EX +drawing #16-2 d `O.W Afraninusn Storm Paner, shy 1-10, pr vpamd by Engirmining- Express, 9WM & steed by Frank L Bennardo. P.E. Is an Integral psart rt Oft Evakastim Reptrit TEST REPORTS Uniform static atrucdsual performance fib been %$led In accordance with ASTM E330.02 test stamkdrde per teat report(s) #TEI. 07-01190268 by Testing Lahfation Laboratories, Inc. (TEL) and 10 by Hurricane Test Labor>?tay, LLC (HTL). Large missile Impact resistance and cycle loading performance have been tested in accordance with ASTM E1888.02 & E19CS-02 test starderds per test reports) PTEL 07M 190168 by Testing Evaluation Laboratories, ine. (TEL) and s103 M4846-10 by Hurricane Tea Laboiatory. LLC (HTL). Structural anghnering calculations have bear, prepared which evolureet o product based dare Comparative andlar rational ariallysis to quality the following design criteria: 1. Madm Rn►Allowable Spfan$ as"'«m"•;;,,+r 2 FAnimum otiose Separation arer a Seat Vald for 3. AnchorSpedng pphrocgh 2 4. kanLnum Aiwwabb S S. Anchor sty NO. 7203 k D P.E. 4' �L CA. #8886 160 5W 12T" AVENUE *106 DE L 33442 PHose:954-354-0660 FAX: 4-4443 WWWIENGRXP.COM L ECO IIII�1 . i,sTrii==liT' ��T� ��,,��i�•,���, y,�..i:,_ .i WAi.TMA. TIIda'15 0, P.H. is Pa rA,war� wen PLsaum,.eR�Prearr,P CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evah nwon Report#: 15-031 .04 Dabs., March 19< 2015 ProtlttctCategorr. Shut 2m Product Story: StOM EMI Product Nam: 24 Gaae esivantzed Steel S6amlt Panes mamdbob"erNmrls: Globall Prolacdon Prod*PW LLC Dear Sk (Modern): This its to Canitly, that this Florida Professional Engine, performing this evaluation does not have nor Will acquire, a financial interest In any 001rnpany ananufachuing err distributing produce for wwhioh ti're reports arc being issued. This is also to ceitti'y that this Florida professional Engineer performing thM evaluation does not have, nor will acqub- a financial Interest in any otmar` entity involved in the approval prOOM of the product. prepared by Wafter A. Tllcit, Jr., P.E. (Florida LJcanse No. Mgr Morkin E1134000719). y.............. LiGty,, NO 44T� 6355 N.W. 3W "Suite 305, Miami, Florida 33166. Phone.- (305) 871-1530 - Faac (305) 871-1531 NG 3r~AM15 Florida Department ofBinoness and Professional Regulation 1940 North Monroe Stud ThUabame, FL 32399 Regarding:. Town c4& Country Industries Safety Edge" & Polycarb Storm Panels her4eat#15-2337 To Whore It May Conan: Please be advised that the below -sited engineer does not 1m nor: will acquire a financial interest in the company manufacturing or distributing the s) for which an evaluation report or validation certification has betn prepared, as referenced above. 'liar engineer is not awned, operated, not controlled by the manufacturer or distributor noted alcove and does not have any financial interest in any other entity involved in the approval pm of the above noted prodnot(s). �Z, ND. 4" Frank i , s T OF FraakL.Bmawr4%F,E,lie. pj�•.�rtp ,.• , FL. PE OWS49 ¢ C�ert ofAuth#9885 'y'tCINA1.� 160 SW 1.2T" AVENUE #106 Okelt :TeLD $EACH, FL 33442 PHONE: 954-3$4.0660 PAX: 954-354.0443 WWW.ENGEXP.COM ENpIEEftNt 411J2015 Town ,& Country industries — 0.050" Aluminum Stoma Panels (Non-HVFIZ) Page 2 of 2 No 33% increase in allowable stress has been used P the design of the product. this report for a ad f to�TM n1essential'facilities, An equivalency letter is provided with Impact Resistance, Large Mite Impact Resistance has been de rnonstrsted as evidenced in previously listed test repro, aid Is accounted for in the erigineerfwrg design of this producL Wind Load Resistance This product has been desigoed to resistwind Weds as Indicated in fna spare ule(s) on the Product Evaluation Document (IA, ongineerft drawing). Installedon The product listed above sly be installed in strict compliance with the Product Evaluation Document (le. ergineerihg drawing), along with all components noted therain. The product components shall be of the material specified in the Product Evaluation Document (La. ergtneening drawing). Limitation & Conditions of Use: Use of this product shall be in sit accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. ' AN supporting host structures shall be designed to ratl superimposed loads and shah be of a material listed in this product's resperioe anchor Whazlale. Hord structure oaa4dons which are not accounted for in this product's respectIve anchor schedule shall be designed for on a bells by a registered professional engineer. AI components which are permanently installed shall be protected against cooruslon, contamination, and other such damage at all times. This product has NOT been designed for use within the High Velocity Hurricane Zone (WHZ). 160 SW 121" AveNUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354.0660 FAX: 954-354-0443 W W W.CNGEXF.COM T- ..w..■.r■■RrrM 11 LT ECO �n . Tilaff TEsnus a liwiiiml6fillllli CONKMW WALTM A. MUTAL,P.t3 PRODUCT )EVALUATION BEE( 3 T PLYaaiomsntrnHrG FL# 15078.2 Pr sa a1m■.x,,aN&enp REPORT NO.: 15-0319.04 DATE: March 19, 2016 PRODUCT CATEGORY: Shutters PRODUCT SU"ATEGORY: S101Mn Panels PRODUCT NAME: 24 age Galvanned SteelShifin Panel MANUFACTURER: Global Protection Products, LLC 48M S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A Tlltlt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Bualnesa and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 Fitch edition of fine Florida Building Code, and to verity that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evacuatkiri Report shall be subject to review and revision In case of a Butidfrg Code charge that may afkaot its limitations and conditions 2. EVIDENCE SUBM 2,1. ARODUCT EVALUATct3A1 DOCUMENT (P,E D.I: Drawing No. 15-022, tided '24 GAGE GALVANIZED STEEL STORM PANEL, sheets 1 thnr 18 of 18 prepared by Tiao, Inc.; signed and 'sealed by Walter A.Tillit, Jr., P.E.; dated 03/12/2015. This drawing Is an integral part of this Evaluation ReportinER A.r�r7I _ - A 1 6355 N.W. 36dh Street, Saito 305, Miami, Florida 33166 - Phone:ax: (305) 871-1531 4,123115 Florida Lkporunent of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town 8& Country Industries 240A Steel Storm Panels Project#14-2031 To Whom It May COMM Plessre be advised that the Maw -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the ) for which an evaluation report or validation certification has been. prepared, as r6m need above. This mgivaecr is not owned, nor controlled by the rlanu6ctura or distributor noted above and does not have any financial intrust in any other +sty involved in the approval process of the above -noted product(s). Respectfully, nyrmrrrmmme,,,,r, Freak 1 13enFdo M. 4fi549 ` Frank L l3staedo, P E" tMTEOF FL PE �549 1'"'., Cert ofAurlm#9885`'`�,tnaat'4 160 SW 12TN AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX' 954-354-0443 WWW.ENGEXP.COA nl.ur Tit3 S E1MG(111 F�NiiRAMY WALTgRA. 7ILLIT, M, Phi $tang, em�sa�rw CERTIFICATION OF INDEPENDENCE (Rule # 61G20-3) Evaluation Report Ik !. ei... 1..= i Urii--.. Lit. FIRM, , ,, This is to carlity that this Florida Professional Engineer, performing this evaluation does not have not will aogtAM a tirhancial interest In any company manufacturing or distributing products tear rwhtch The reports are being issued. This lsslso to corrtify that tithe Florida Professional En~ pxad ormhV this evaluation does not have, nor will acquire, a financial Interest In any other ear y Involved in the approval process of the Certificate of independence propmed by Waiter A. Tuft, Jr., P.E. (Florlda License, No. 441W), President oiTiftacu, Inc. (Florida EB40W19). 6355 N.W. 36tb Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax (305) 871-1531 TEST REPORT'S: Large m[Wie impact load tests were performed under SSTD 12-09 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Sergi 1710.5.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 03/11102 witnessed by William R. Meitner, P.E., Boriz MDroz, P.E. and Henry Hettem, P.E. and Report No. 0219.01-09, dated February 25, 2009, `signed and sealed by Edmundo Largaespada, P.E. and Henry Halter, IP.E. Large, mpsalte impact and cyclic loadings per Protocols TAS 201 d, 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida. Report No. 1123.01-10, dated November 23, 2D1O, signed and sealed by Juio E. Gonzalez, RE Tensile test report No. 9CIi -198 by Cr— Metallurgical, Inc.. dated March 13, 2009, and sealed by Frank Grate, P.E. as per ASTM E-8 and TileTest as per QC Metallurgical Report No. 10i I -1318, dated December 1, 2010 signed and sealed by Jerry Jackifeno, P.E, as per ASTM E-8. &2,3. STRUCTURAL EKONEERING CALCULAMtIS: On 24 Gage t,elvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maxlnurn anchor spacing vs. design wind load and panel length based on national and comparative analysis, and Ii accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltaco, Inc., dated 12118/10 and Oa27113 (for this revision), signed and sealed by Walter A. Tillh, 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 and TAS 201. 4. WIND LOADS S;S CE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 arid 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-022. Maxlnrtun Anchor Spacing stall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 1S-= 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as par SSTD 12-99 Standard. hyhmtrNrrlNrrfk SLATE OF onlDi' 3/19)2015 Florida Department ofBusiness and Professional[ Regulationn. 19440 North Monroe Sit, Tallahassee FL 32399 Regarding, Town& Country Industries 0.050" Aluminum Hinged Storm Panel 15 234t1 To W1tom It May C.onoern: Please be advised that the below -signed engineer does not have nor will as quim a financial interest in the company niamillicturin or distributing the product(s) for which an evaluation report or validation catfication has bran prepared, as refaeonced above. This engineer is not owned, operated, nor oolrorolled by the rnmtufaetttrcr or distributor rem above and does not have any finauciai interest in any other entity involved in the approval process of above -noted 1rct(s). Respectfully, or"" -%le SO20j5NO.46549nardo, ?kk - eaarrtla, P 1�.,Inc. 549 SMEOF `dlllgf •r Cott ofAWh #9885 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM FI■ � III k WALTER A. I =, dR., P, E. � PLPB�` Ei167 PI. $b. trsae T1D. 010r8r4 PRODUCT EVALUATION -REPORT REPORT NO.: 15-0319.05 DATE: March 19,2015 PRODUCT CATEGORY: Shutters. PRODUCT SUS -CATEGORY. Strum Panels PRODUCT NAME: 20 Gage Galvanized Sted5torm Panel MANUFACTURER: Global Protection Ptrducts LLC. 4800 S.W. 51 Street Davie, Florfda33314 I. PURPOSE OF EtIALUN-ON: This is a Product Evaluation Report issued by Walter A. TIHIt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 81G26-3, Method 10 of the Fiorlda Dew of Business and Profesal�nal Regttlatton. This product is being issued an Evaluation Report as described herein, ate has been varlfed for compliance In accordance with the 2D14 fifth edition of the Florida Building Code, and to veffy VIM 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 charge that may affect Its limitations and conditions 2. EVIDEI+_GE SUBI ITrED: 2.1, PRf3DUCT N"VALUATION DOCUMENT (P.E.D.1c Drawing No, 15-021 (revisuss No. 11-243), tithtad "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Ttfteco, Inc.; signed and sear! by Wafter A.Tillff, Jr., P.E.; dated 3112115.;Tp17ng is an integral part of this Evaluation Report. *;,,w � A. Ti( " 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone- (3 t &AW!')'ax: (305) 871-1531 CRODVC[]EVALUATION I#E1!OD'I't'tdi 15-9319.05 3 Anchor specdficabons shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No.15.021. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be stricty in Compliance with General Notes No. 1.8 thru 14, lndk:ated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tiiteco, Inc. and signed and sealed by Wafter A. Tidh, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product Mall only be Installed into poured cwncret% concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter A- Tifiil Jr., P.E. (Florida License No. 44164 President of Them, Inc. (Florida EB-OOD6719). P■ E . . l . ENIMINEERINIS EXPRESS 1 PRODunr 9:vALuArjoN RF-PrIPT Product Evaluation Report 4SM6 Application Number: EX Pry Number: 15,2394 Product Manufacturer. AN American Shutter's and Glan MourfootiverAddrew t540 Drome Road West Parr Flew h, Ft. 33M Pry Name & Description. 22gea 24ga Galvanic SW Stomn Panels toga Missile Impact Resistant Scope of EvelLmdon. This Product Mutation Report Is being issued in 80001dance with the requirements of ft Florida DepennNart of Business sr Regulation (Florkle Sulking ) Ruts Chapter SIG20- &0 , F.A.C., for statewide acceptance per Method 1(d), The product noted above tw been tested andforavallualted as wwriartned herein to show compliance with the Florida &MN Cade Ffflh Eldah (2014) aW W. for the purpose Intended, attest equivalent to tot required by to Crude. Re-eveluatim of this productshaill be required Arlewing pertinent Fiorkit Binding Code modilicaborm or revisions. SuIl5standating Data; PRODUCTlEMALUAT tDOCUMENTS Enalneeft FJt drawrsg #'15-2�4 tlti�t' a 24ga Galwahrhfasd S-Storm Panda•. orheefe 1-8, prepared by Express, signed & sealed by Frank L. Bennaido. P.E. is an Integral part of this Evaluation Retort Uniform static structural porfonnance has been tested In 6cocardarm with ASTM E330.90 test standards per test rospan(s) OU-001, -002o & #03.001 by Construction Testing Corporation (CTC). Large nhtssite hnpact resistance and cyclic loading performance have been tested in accordance with SSTD 12-99 bagel standards per reporgs) a102-M, *M-002, & #034M by Constn n Testing Corperatiori (CTC). Metal two& rapactly has been determined in accordance with A61 M ES test per tog report 127H, 198H, & #013531 by CeAN3ed Testing Labona (CTL). STRUCTIMAL ENOMEM2 CALCULATIM Original rMnat Structural engineering calculations have been prepared which pis evaluate the product based on c on pahatiVe andor � ��'' arm to guallfy the following own criteria,r � , 1. Maximum Allowable Spans 160 SW 127" AVENUE #106 FEeftneto BEACH, FL 33442 PHoNrk: 954-354•0660 VAX: 954-354-0443 W W W .EN GEXP.CON ,T.2. TEST REPORTS: Large missile impact and fatigue load tests were performed tinder Protocols TAS 201, 203 as per section 1626 of the Florida Budding Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing , Inc., Repc is # 96-569 dated 19/19996, #98-570 dated 0 /18/1996, #9&T30 dated 09/2011986, all three'sigted and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated O4/M6M998 and # 2126 dated 1OM1998 witnessed by Gilbert Diamond, P.E. andReport No. 0219.01-09, dated march 4, 2009, signed and sowed by EdmurdD Large spade, P.E. and Henry Hattem, P.E. T test report No.'9CM-197 by OC Metallurgical, Inc., d March 13, 2009, skjned and sealed by Frank Grate, P.E. 2.3 STRUCT'tffl& IINGINEER" CALCULAnDI t On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wed as maximum anchor sparing vs. design wind iced and panel length based on rational and comparative analysis, and In a000Marm with secilicriq leis of the Fula Building Code. Calculatiions prepared by Ti teco, Inc., dated 1110=8 and 03/12115, signed and sealed by Wafter A Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE: Lange missile Impart under section 1626 of the Florida Building Gone, as per TAS 201 Protocol. 4. "ND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has heart verified tosustain wind pressures. Maus nturn panel length shall be as Indicted on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No. 1S-021. Maxlnurn Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14,15,17, 18. 19, 20 25 and 26 of 26. of Product Evacuation Document (P.E.D.), drawing No.15-021. INSTALLATEIN: Installation shall be performed strictly to accordance width details Indicated 00 streets 3 thru 7, 10 thru 20, 23, 24 and 26 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-021. Minimum separation to glass shall be as indicated on shows 8, 14, to, 25 and 26 of 26, of Product Evaluation DaCurnent (P.E.D.), drawing No.1&D21. Shall be sti" In :>ocxnordance wwith General r pl F ,ruts indicated on sheet 1, 2 and 22 of 26, of Product Evag drawing A067 -S N C— Cn CV CU N U O t` O O Co U CD a) =3 Co cu Cf) CU -0 U -0 .Q = 0 'i 0 C1 O LL CU Q � a� O (� CU to a) L 0— "n CU 40— .� !!C^^ vJ Q W CZ Q 0 ^^0 U tr_ U) LLJ Q Z Z Q J a SHEET NO. SH 1.0. 8.3) N EASE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS, Si1NCC0 OR WIND BOARDS BE FOUND ON THE NiA Elora! pYdE 6LLVMI� cnew elrH9u iDONFL EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ODOR SUCH PANELS. L STORM PANEL SHOWN ON THUS PRODUCT EVALUATION OOCUt1ENT (P.E.D.) HAS BEEN VERIFIED FOR COAP,ANNCE IN ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 13.2). ACCORDI WITH THE 2014 (5th TDTOON) OF THE FLORIDA BUILDING CODE (G) T11 Etli~r' J (I±L*H. CaEMG 98MI G-.0-11% TAt1.?: 1 ` BY E.T.W. INC. IDFSIGN WIND LOADS SHALL BE D'EEET+ NIM AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. #14-10 ATE FEMALE D A+D PAMEELMATE PLUS ANCHORS, AS MANUFACTURED BY EECO CONSTRUCTIN FOR A WIND SPEED AS RETIUAVD BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND /4'® LAG SCR PER ND& FOR A DIRECTIONALITY FAC-TdXt Kd-0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2D14 FBC AND SHALL - I S. AS DISTRIBUTED BY ALL FONT , BOLT �NC STET TY CO. NOT DMEED SHE MAJOMNM (ASD.) DESIGN RATINGS INDICATED ON SW TS 7 TMRU 12. 14, 15. 1IS. 19 & 2D. - 11 /16'0 x aWOODBU D N ORDER TO VERIFY THE ABOVE OONDII UtXWEL DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C,1) MINIMUM THREADED pFSNETRAT" ORTO WOOD OF TAPCON ANCHORS SMALL BE 11/2` AND 2'° FOR ELCO PA E MATE PLUS SHALL BEHEST REDUCED TO AS.D. DESIGN WOO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PANELIAALE FEMALE ID. 10 COMPARE THESE W/ MAIL (A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRU 12. 14.15. 16. 19 Nk 2D. C,2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED IN ORDER TD VERIFY THAT ANCHORS ON THE P*EO. AS TESTED WERE NOT OVERSTRESSED. A 33X INCREASE INALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRFADffJ PENETRATION, STRESS FOR WIND LOADS WAS BOIL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETEiNMINED N ACCORDANCE WITH N.O.S. 2017- C°3) MINIMUM MOE DISTANCE OF UAG SCREWS. INTO WOOD SHALL BE AS INDICATED I1 THIS DRAWING STORm ''... THE ABOVE SMIIEHTKNIED CODE AS PERY FOR K! � RESISTANCE PAS BEEN E & TESTING, VERIFIED C RETPORTS ACCORDANCE8• 568, 88••O7G SECTION 96-•T3D AND C,4) MINIMUM PENETRATION OF 'WOOD BUSHING SMALL BE. 35/r. 1/4" 0-20 9CRIEWS USED SHALL BE 1 1/2' LONG MINMWIM FIIM:5TRATION TESTING TAB: INC,. REPORTS #2632 & 12126 , AS PROTOCOLS TAS•-20k, TAS-202 AND TAS-203. SHOW STUCCO DOST, AND i" MINIMUM FOR WALLS WITH NO STU= AS WELL AS AMERICAN TEST L40 OF SOUTH FLORIDA REPORT #0219.01-09. AS PER TAS 201, TAS 202 AND C.5) INCASE THAT PRECAST STONE, OR CONCRETE PANELS, STUCCO, OR WOOD BOARDS BE FOUND 1 THE IDOSTI , . U>.S �.3 WALL, ANCHORS M WL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PMELS. Z ALL AIUMIRR/ DRRUSONS TO BE OD63-TB ALLOY AND TpTPER. (UNLESS OTHERWISE NOTED). SEE SHM7 2. ANCHORAGE SHALL 13E AS MENTIOWD IN C.1). C,2) & CA) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AHOY. (D) AN(NORS SHALL. BE INSTALLED FO VION G ALL OF THE RECOMMENDATIOIC AND SPECIFICATIONS OF THE RNCIOn MANUFACTURER. 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY SIM ASTM A-653 GRADE 50 M1PA(4UIN, G-60 B. PANELS MAY ALSO BE INSTALLED HORMWALLY FOLLOWING INSTALLATION DETAILS 'SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL 6"W/FY- 5k$I (AFTER ROLLED). THROUGH 6) EXCEPT THAT MEADERI SHAM. MDT BE USED. 5, ALL SCAM TO BE STAINUEMSS STEEL 304 OR 316 AM BERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER tS TO BE 41N 5DO18 1 5O NO MELD STRENGTH AND 90 1� TENSILE STRENGTH !k SH4yi,R. CgdPLY W/ F7�tIDA BULLDINO CODE ATTACHED TO I�TDRE PROPER ANCHIORAGE. THIS SFIiTTER SWILL Ot~�Y AiTI�tiED TO LOCH( OR WOOD FRAME SECTION 241 ,3.3.4 BUILDINGS. B. DOLTS TO BE ASTM A-307 OALVAP42M STEEL., OR AIM 3D4 SIRES 'STAINLESS STEEL, WITH 38 IW MINIMUM YIELD STRENGTH• To. EACH REGULAR ARM PANTS, YlfTH LENGTHS OVER W-8 TROUGH 12*-4", AS PER SECTIONS 6, $ 9 GIN 10 AND ALTERNATIVES $W, 9W tit IOW ON 94EETS & 6 & 12 RESFECTHt MY; SHALL HAVE A L€t31BI AND READILY VISIBLE MARKING IHSTRUG'Tk♦<' OWNER OR 7. ANCHORS TO WALL SHALL. BE AS FOLLOWS: T04ANT TO SECURE PANGS WITH APPLE REINFORCEMENT DURING PMOCS OF HURRICANE WARMING (A) r1 1XiS11NG eMME£D CONCRETE: ° 11. THE INSTALLATION CONTRACTOR IS TO SEALJC X ALL, SHUTTER EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1Yee TAPOM AICHORS AS MANUFACTURED BY I.T.W. BUI DEX, INS, (Min, fo-3102 pa.!*) THE BUILDING TO PREVIINT WRdD/RAN INTRUSION. - 11-C M x 7/W CALK -IN ANCHORS. AS MANIWACiURED BY POWERS FASTENERS iNG. (ION. No=3000 p•e,H:) - 1/4.0 x 3, 4' SOLID -SET ANCHORS, As DISITOBUTED BY ALL. PONT SCREW. DOLT & SPECIALTY CD. 12. STORM PANEL INSTALLATION SHALL COMPLY W IM SPECS INDICATED IN THE DRqm PI•US ANT' BUILDING AIND ZONING REGULATIONS (Mfn. t`0-3000 P.S.T.) PROVIDED BY THE JURISDICTION WHERE PERMIT 8 APR" TO, ° - #i4-10 PANEII FEMALE D & PAN:ELNNV.x F1_,DS ANcHoRS. AS mkmwAcTum BY em oms7mxmN PRODUCTS. I& (a) THIS PRODUCT EVALUATION DOCUMENT (P40,) PREPARED BY THE EINGINNEER IS GENIC AIM DOES NOT PRI INFORMATION (MN. Poxx3350 P.e.L) FOR A SITE SPECIFIC PROJECT; Le. W"M THE SITE CONDITIONS LEMATE FROM TIE RED• - 1/4 0 CF TAP- RIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Yc-3wo p c,i) (b) CONTRACTOR TO BE RESPONSldLE FOR THE SELECTION. PURCHASE ARID INSTALLATION MN MNG LIFE SAFETY OF THIN PRODUCT Ai) MINIMUM DOMMENT OF TAPOCRI M0400S INTD POURED CONCRETE SHALL BE 1 3/4"; 2' FOR PANELMAIE FEMALE BASED ON THIS P.E.D. PRIDED PE/SHF DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THiS DOCUMENT. D AND PANEMALTE PLUS AND 1 1/4' FOR CF Ti P-GF4P ANCHORS. CONSTRUCTION SAFETY At SITE IS THE TORS RESPONSIBILITY. A.2) CALK-N & LLD-SEF AiOFIORS $HALL BE EMBEDDED 71W INTO THE POURED CON1CR`ETE'. NO EMBEDMENT Iwo PRODUCT EVALUATION OOCUMEHT WILL BE CONSIDERED INVALID IF MODIFIED, STUCCO 'SHALT. BE PERMITTED. 1/4',e-20 :SCREWS USED SIiAt1 BE 1 1/2- LONG MINIMUM SHOW STUCCO PDIIST, LET 1" MAMMAL FOR WALLS WITH NQ SiUL".I.IO. AND MAY DE WADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC Pii JM% SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER Oft ARCHITECT WHICH WILL BECOME THE BUT WITH WING Nvm ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E°D. ENGINEER OF RECORD. ACTING AS A OE EGA= ENGINEER TO TIE A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS LE FOUND ON THE P.E.D. QNGNEtOb SHALL SUBMIT TO THIS TATTER THE SITE SPECIFIC DRAI FOR RENEW. EXISTING WALL OR F'LO Ii'* ANCHORS SHALL TE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MWRONE.D IN At) AND N A.2). (e) THIS RE-0. SI AiL BEAR THE LATE AND ORIGINAL SEAL AND SIGI4TUIRE OF THE PROFESSIONAL ENGINEER OF RECORD TEAT PREPARED IT. ' (D) TO ES(L57NO:� CTiiiK 'Rl(♦,LL.,�,�Tp[.�C- 14. SWUTrtl -- 'S LABEL SHALL BE LOCATED ON A READILY VI LOCATION AT 5'MRM ORS - 11C 0 TAPCDN ANCHAS MAAIIFNC AACTURED BY L T. W. BULDEX, M. PAIL SHUTTER IN ACCORDANCE WITH SECTION 1710A Z OF FLORIDA BUIDNG CODE ONE LABEL 1/4" e x 7/8' CMX-44 ANCHORS, AS MWXACnM BY POWERS FASTENERS INC. (MIN. f"c-1500 pa.T.) SHV.L PLAC ED OED FOR EERY OPENING_ LABELING To COMPLY WITH 1710.8.2 OF 1W -1/4"0 X 3/4" SDUJD-SET ANCHORS, AS DISFR`. iTiD RY ALL POW SCREW, BOLT & SPECIALTY CO.111 (MN. re-iBOD p.e.L) +Tt�tVAr. ...... SHALL ONLY BE USED TO - 114-10 PANG WOE FEMALE D AND PAPEa.MATE PLUS ANCFIDRS. AS MAHUJFAACG,TURED BY E.LCO CONSTRUCTIONpy P .• PRODUCTS (►9N. II PAL) � � V��� "• PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE ValoxcHy HMYFTamBe Zane - Ile 0 OF TAP -GRIP ANCHORS, AS MAAUFACT'LA BY TRU-'FAST CORPORATION E B.t) MINIMUM DOMMENT OF TAPCON ARCHDR% BDO PANFLMATTS AND CF TAP-GRP ANINTO THE CONCRETE T4' NO. 44 j **. - exta i� 2O GAGE CALVN STEEL STORK PANEL aewaa owl BLOCK UNIT SHALL. BE 11/4'.- 8.2) CALK-li M StKJO-SET ANCHORS. SHALL BE EMBEDDED 7/B° KID THE CONNCRETE BLOCK i 'T 140 EMsmME NT 4 �r. /� PwIry�, ,gtrym _ L E C 0 INC. SEC IO St S!RO INTO STUCCO SHALL BE PERMITTED. 1/4' 0-2D SCYEMM USED StHALL IE 1 1/2 LONG SFIOULD STUCCO A< 3314 15-021 4, s<v • aR H RNIOFE` I=BA W-7SY6e 1 4 (W)US-RP07 EXWr. AND 1' MINIMUM FOR WALLS WAIN NO STOUCCCI er.. HA8 H i pw Oak t= BwNoxt Ns #, ve, r raw w rarrxea r eVVFx A Uaa r ow n LY x - SHED i OF 28 A1,aeDa at 4'AItffi , CANGR£rE ANCHM at g� TS 6 TNIOrm 9) 5LL• -IPA ON SHW4 on 100"L l ,r YYys � (g€ SC+MaLI1r ar 8 1T4�lIOH e) � � 1 1 � 1 I 1 J I I I I I a j s � I 1 (*.BETE REOl1DED. nOPNCREtE IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 CANGR£rE ANCHM at g� TS 6 TNIOrm 9) 5LL• -IPA ON SHW4 on 100"L l ,r YYys � (g€ SC+MaLI1r ar 8 1T4�lIOH e) � � 1 1 � 1 I 1 J I I I I I a j s � I 1 (*.BETE REOl1DED. nOPNCREtE IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. 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N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. 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NOTE : MER BRA[` NOT SW WH EUVRTET S f W t t �� IO ALTERNATIVE ON AT MIOW 14 OF PLATE SCALE 3Ja-1•AtMMM BE DIRE T MNI ,( 3/„�1' !1iENAU& 9W saA1 s/ _ igx i7-fTfVt 1M71NG :7:AIF 3/B-t' ROMlkt IEitA rr €* 1 . INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTITi AS-M DESIGN LOADS •. A''�i� ,• { - _ `fey , c4° % 1. INSTALLATIONS FOR ALTERNATIVES 8W, SW R HOW ONLY VALID F{kt UP TO ONS 5; E O 0 V L AND PANEL'S LENGTH UP TO 8'- . e� Rf 'y FLORIDA BUILDING CODE ( h Ya[oei IN no Zane} 1. TALLATK)NS ARE ONLY VALID FOR BUiLDINGS RROH A S.O. DESIGN LDS FLORMA 6WLDiNG CODE h Ve1 w,rrtcone Zany 2. FOR NEW WOOD FRAME CONSTRUC M. WOOD MEADS TO BE SOUTHERN , UP TO +55.5, -72.0 PSF AND PANELS LENUM UP TO W-8'. 1 wA ' 7 w/ } owls Rim ,WC. . - ax,s RL„ vtel, - BLS -DINGS WITH AS.D. DESIGN LOADS UP TO +'L3,>3, -4&0 y.af. Jd�iD ,r,"r,, FLORIDA ttA1NG ODE it • atme PINE NO. 2. W/ 'SPECIFIC DENSITY OF OM OR EQUAL � '� 20 GA mvANIaD STEEL STOE&i PAIN. y � 2. FOR NEW WCmO FRAME C;fIVSfRUCT10N: WOOD MEMBERS fi4) BE SOUTHERN , „` exAN tI.FeDa AIMS O � � � STEEL STORM PAIiEL vim" 1>AA3R NEW tPN W FRAME TO 12'-4" r (dp, 11 / PINE NO. 2, W/ SPEC FIC DENSITY O.S5 OR EQUAL 44187 Ntra4tl9Mf fisl,I 2• FOR NEW WOOD SPEC CCIN3TRUCiOF .55 O MEMBERS TO BE SWTHERN kt? 2O GAGE GALY STEEL STORM PANEL nBrxrH Ds/11/15 i -- E IVO. 2, 1/ S"FEGt D€IYSii A OF 0.55 EC7LIAL 4411t7 PROTECT PRODIIM LLC el a - ; , GLOBAL PRt�tEcl•w PRODUCTS, LLC• � PROTE�I PROS, LLC WOE NOTE €(Y2 (bMRINATION OF SEL'TIONts: - Fih' ¢ _ I L E C 4 FTMC. ,IDo sA s, FOR t IATIDN DF SECTIx� IQ FN �Y TOP aR BOTTOM MOUNTINGS OtNI BE ,F', ;4crtur tesrsm t CgerrANY R. sat# 15-021 ^, , rxLrr tEsnrrD t cArrWNeDalra - 15- 02a. .FOR COMMMN �,E�CFi0N5• '7tiC: .. 1� E �r V IiIC, + $t srrma t1: ,- C ass nls At` r< m. aaL email cswrac s Fx6+)am rs� rwc (11 [[ c . „ +. ,..mr OPtlA1MAi IMr TOP & BOTTCiIi 1.7LiNTIN4 CeAI'1 BE I (IJ c4 ,� rtF, tNK a4 �. wlNra A anao 1hHNNl6 {IOH1 '+ M' -� Ra •,'.. f' ' D9. Ft. 333,E -. • ;"+ :, TaFLsrHrAP tN rat„ 15-021 COMBINED BI ANY WAY TO SUIT ANY 1j .r• ,,.<- i _ revuerlouuamr Nw. sr.CaPaa r �aw:faRPer+¢asa.r. tl-wr TOP dC BOTTOM MOUNTINGS CAN BE �t2 rw.w.�"awYww'laOWm."srnu [1 dL T DRANNmEtz Lu DIST,4LLAT10At. PY pE rim hea • ` rN:iT,D K s COMBINED M? ANY WAY TO SUIT ANY s 7 tea. erawer icc a h ,I{CTERA TIilA P# "' - a,FET 12 ov a -0al9's"o """� CO fifED IN ANY WAY TO SUIT ANY �yl m-malT3a ." " �` to - INSTALIAnON. sL % r treAr.A; A+.- - iFEET b1 Dv 2e 1NSTA1IA710N. +A ll edf ,r3H - FOR oOiK rEIE MCHOF fi SEE sminuut ON mm 14; - - - - ALTERNATE _ - pkrlrAETE AWaNORS WNRrHE1E ANCifDRS FOR WOOD Smwv:- SEC160N RIK S',RkT 16 _-_. SaaDLYE ON MCFE MM34 Da+ � s 1, A IW/15 j I � � � � � � P+ � I Il QNOPTION z� „)�`*. MEET 14) f w:� 2/! 4 3/4 aR 4/4 1, 2 dC 1W/is I , Wv< AT PAr L + POURED CONCRETE _• _ r`t, WWI. - _ i`-D 1J2' - STUDS Y � - - - ,/+"e L� 9 Ms o a• ac. w/ (j �I,I TIJ + RES {12 t/2 iD' w troro + ru" W� T4 HOLA PAt 'LO HaLD PANS I f + [ I t9amE I {EHD PANfJ} t PA+L)' (N wN+Et) w_++ea I - _ 1 I TD twas I Itx sFPANA#,atTO CLASS »i o I 6LIJt' (Nra) DR rNND x� ,AtN a EVEfit 7 srtsi • t2 ,aR S e ,2 t/z• ac 1 Dm mm i (1 sGHETAAE €TALLINTERION 1 SEE+ i SEE I i svrERlaR F55NT END PAH® W ,4 9q,' OR A4R B yy D!Fgtilml. FOR 3ttNt. €AIDANf- tfe• Wn 0 12 t/Y" aC, r W {TAREaJ TD Eli 12 Ilr DC. ( ' [ E ,iEr 1/14) _ DIRECT Maul[T $Pr I I t3ET. 2114 I I I I - T`d3• Mln. I #°- AT Etq, } DETAIL i ' W M U NG IN T PI_ C H' 1 I _ _ T IN A LICAB C U I I {gE DErAA s 1/14 i I II I 2/t4) a Er # ESaaur . 1' _2 STUD . ,, �. E I AURN�TME�AXIMUAS�DESIGN PRESSURE RATING( ) AND CORRESPONDINLTERNAN OEwt/,< 2 I I I I n s1,4) MA I, .S.f. D PmIEGE 1 I t"r+ SPONDING MAXIMUM AIJCHOR A ING SCHEDULE AT FOR MAXIMUM PA,REL LENGTH �i" S II�T�I�L� „/s'w, ts`w'rt OR 0001092JEI [ BLOM W"I /4, 2/4, 2A/a, 3/4 OR 4/4 1: /15 i, 7 & 1W/1S r r Cal c caW v Ta ctl s # a 2 TP7r FOR sAFFIY =,TtTat PwPi_ )� I TD a ,z t REQUIAWI ��� € Ia;STAL TL TIONS INTO CONCRETE A CONCRETE 11-00 STRUCTUj3ES 4N MIA DO I _ I ,HNIiiN As,x ,Italwl tom" PAID lEAGRi " I ON UK PANEL L.rQmxam - " . t - � � m � is i 1 I AREA w/NO LIFE SAFETY PANELS LOCATION OF UFE (SEE NOTE 1BELOW) -- - SEPARATION- F i"e. REGULAR PANELS Wf OR SAFEr( PANEL --� APFIXABIE TO -o_' - C" � _ i CaA. WYfA1Lt AS.0. y001011 GF TIP -MP 0111" PJYR7LWE FFiWz W Wt iS� Lii6 ^� I W/o < RAR TRACKS # s LAST PAA1F1 TO PIS f SNAIL P TD TO t4 TO I* �' TO `� OTO � - - caNCREfE A� / D€ Y411 &E Tf// L 7t WF E L TEN ULOW BLOCK BLOCK �' DR OF TREK t5 FOR ANCi kS TYPE !! sF IC FOR NJla7nlDk INTO 109 ilEN1E iF.OR (SEE SIDE DN - OR Q Tt, FA(.n11 TE �tlSTALLATtON 1F rrH - M1MMUM AND EDGE DISTANCE APE aN T,Is FOR I EO , O - s„FEr t#) t* o cBNt CIE L TO A IK5TPT OR t�lrD:tiO 1 INSIOE B• N/A N/A N/A 6' N/h $" N/A B' N/A # & 2 (fOP) E9 LASS TtWV1 INOIotTFI! GH SCYEDtAi R®1A,E ANrdHDR 9F54CiK: wr iNATwLtttR► PAcwG ; :. ' I1EgIRIwD F�NiC�TE ANXY{ttf6 ,' A EQ OF SNRIICi,iliE 5R-0. -12.4 g- Y a' s• S}' 9' 9• 9' 9` S" 1 wrroM) 5'-O" OR LESS REDUCED �jgp4�RR rONDEM LE BY II1 FACTOR M14L Not ME USS THAN MROM SPACM zy� _ INDICATED FOR, EACH ANCHOR TIM AT ANHI a LEMEND - I , �LEIIATIQNI B' am PLM N/A N/A N/A Hi N/A - 8' N/A H1' N/A 1 A. 2 (TOP) °" , SPIN 14) � - 3A F +5ss n4 s'-a" Ta'�B' t ,/+ t/4-. t/�114 L w T AND WIOLFNTI �jALLANN P- 5- $. 8• gr 1/x g• G' 9' s' # {BOO RaAo3 - TYrE S SCALE.3/B" 1' — sE .`TI�?� 2 SCM E 3/8' _ :" �' � 1 * 1 r ,f� Mrw S• N/A N/A N/A Ir N/A 8' NIA 8 N/A 7 2 (�'} tFF N a xr a m �t/4' ftms 4AP LIP +5'i4 -T2a r-B' TO ,S`=B" NW. ANCHOR SPIfJYS a a 5 s 3 r/s �. yy .ern , p u. a AL 8' +• ♦Y 8' s 3 5 a 3 3 94 mw rWeW 00 1/ 1 3 1/2 # 8 Rcv, ALTERNATIVE AI URNADVE A i, t� SAFM STORM PAM! CAN LflC`ATM AS AN END PMEI_ (FIRST' OR EAST PANLI.) 1 8 It1LT4tIR PoMaS. 8 �(A/LL'�TE LDG " ----. � 4R AS A11 LTEWIIR Pal.- (ANY PAS t.00ATm tN BETWEEN END PA Cis). TEE 1KOE t) AT --. ADtIAV. FACTOR Yx4` SAFETY PAPtE1S MAY OR MAY tm Fu INLSTTAJ1T3t ADJACEHF TO ti€LXIIAR PANELS 5€� ,) orume'e � 2��W/ €Fr�R uacrar �T,9DTTr>ti W/ lets. . 3 t72' + -- � E �_ � - 1 4.rTr PE! #iF�l �aR� (W/ R>Ft 1TJO RERS4INArR T ES.) - LTG:1Ass BUSrNND W/ f �l ■ �+ �• ,F•y �I �r •r r+ . SECTItN?NI B_B Aso. I�a/r tar. fist w tv;WB W I W it r 21 . �sW TOP OF A SSCTLaFtS_ � LE�iSTN PA� � 1/4'A-laQ• S& MS, a 6• as aR AI NIA IVE W40D FRAM ONDITIONS & ANCHOR LOCATI7.{MF1Ns % LIFE SAt''EfY'PAPIFL CONSISTS OF 0.03$' ROA$.VANaZEA SIEE. STORM PANT]. AS .iCAI€ 3i12`'"t"DESIGN iJ4'M- PArBA�iE F.E ID OR T is ld PER aaMPWRa+IT . SHEET 2 OF Tula. PUPS -. " - _.. ,.Dal - -. --. - ttrD ryAABtiWAtE F+JtS o e" Hxc, W// , ,f° t,w.. ., a/5• a t" PERTHIS PANEL TiS EE TO BE OR i VEDINC. BHSTALLEO FROM THE IHStDE OF TD OF THEM 7 - T,R,FAOEO PEI TRAts4t TD ,DdsntNn ,mW RuIto CONCRETE ,mIN 1E PRATE NME : SHUTIM TRAM ANN SHOW FOR CLARITY sTriLHcITtRE, r492 -01.5 31 3• + 1/2' 4 1jr 2 0B01"D m) r-C OR LESS mAm T4 B€ omwoNea BOTTOM TRACK TO 1 A #pt +52A -SU s' . +- 4' x (BOTTOM). r-a- aR LESS WALL MQU�iING INSTALLATION) �, UFE SAFETY i TOP ! MNsL BE 16 AS PER SHEET 2 T14S /. ALTERNIATIVE ICGMP'OiNN:.NT' YATE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING S' 1 do �,�.�`,.•"f re eaa a>�� FLORIDA 81Ii.LDING CODE h �@Loci HurvHIa,0 �.'Otla , /2.' 4' 3 1/2• x r^H$' OR Ll: `r d`'• 2 aNH T}BS A5 WELL A5 DEt'Mi5 T 3 2 ON SHEET 14. +95.4 -i2.4 1/x' x # r s t' 4T a' TO B`-LY' 1ICEy FLORN)A BUILDING CODE {klgh VetrsctTy Fttte,icone Zone) ' fB" - -VICoasu,It�a Hsu ra11 +53A -726 2 1/2' 2 1/2 N/A N/A 2 (B€ITtrI1} BUILDING BODE {{11gh Ye N e ZDNro►Gti LENan, tT1R CpP9PlENT 6 15'. 20 GAGE GALYANfiED SiiET STOThI PANEL J oa5r5 nLexi1R N, er r-B' T4 S`-L1" >f ; t? D11AiRt en STEEL STORM PAIiJ LNrri,fw ��*FLORIDA ran `s N/A N/A 3" 3' 2 (T TrEx►) � 441P BASE-YIRIIIZED STEEL STORM PAI L Mate ANaFrAL SPACING FOR CaMP6NENT®ANCHQRAGt AT BOTTOM Ls t;avEN ON = . ; PI4. 44# � a5 5 +T�.rt -724 = _ sc,HEDHIL€s 1 s am 2 sr�T 14. GLOBAL PROROTECTION PRODUCTS, LLG, - -'- - 1. /` vRL t� i4AY PERtAANEVT - d LitBAL PROTECT(ON PRODUCTS, LLC. �/ ° � , � � � PROTECTiWN PRO LLC. DRAMN ar Wfn._-._ 1'L ECVFNn. _Sw.51 1NEEF,`1L EC011111e NaN1c 51 ; +5 T72,S ARE ONLY W1i, FLE MI11t AS.D. DE�ok L LED TO T : � ,w„r ILEC 5, SEE DEi"AS F4R 1VL4TA1JATi0F1 RHr4 1<1344 FRAME i0.lRDWltS CRI StHtF1" 15. ,,c�owE. tLSTs14 +ci ` o,sn,N w sy ` bP+a�N {seNx n+s Fwc (sNuk+d Ate+ 15-Q24 -nD P+tANDPAa s LFamINt R� TD s'-e-. +i f tttG SEE SHEET +FOR 4ETAB. APf1(7CABlf T4 Tt#E NECESStI'! Fdt TH€ INSTALIATOON OF I� + area.(se or -Imo. rr.*P��-rmr r.sn eeertls PRc rw.r .w.ml we Dnec •• ' I ewt - �� r® ao rrnrrel aw EW w90D FRAME C ICItON: WCKK't T[, BE SOUIHBW ,'f, i±� CMER 33314 mo021 ms _ SEE SHE T TRACKS iF15t APPLICABLE ADJACENT TO AND NECESSITY TO S THE IN TA SANDS. NncrflF A � v Pb " _ eaEt ,! OF SI ��� ow i - 'W' PIKE Fh � W/ SPE OW► M OF a55 aR EQUA Y'I, ORtQ ` '��' a aAm"'�i . p., ,,-"wr norms cls+le�Ys.a FM rolw>� e>o? mBAu.1a NNe A AAA" • ••• . it k7.GwNO+ - P ! fNNN Y �y its p P"& _ _ llAa'F 74 4F ffi DP-RNi7d7rAY i41 ar. w+9al eat rrl alr w�l Inc INSTALLATION DETAILS E0_RLI I_ PANEL -OLQQK STALL.ATIQN DETAIL.$ FOR 0EIJO .�2 EQR UFE S ;, 'ST E _ _ E R --•.,r"M (SEE DNS aN 9 17. ,a. 1$ a aa).,-e,.. I Itlt. 3x/1T, 'NA/1'Te S'LfT>ti NIN. ekNNOEL 7A+R%tll A: aAW/�di dB/t7, AV". 50/T0. 3' MAX, OOWft$. 7'eW/ts t JIOW/3O 1" NK _ 1 4" TAPCON ANCHORS O $' D.C. _-- - - _. 1 +' TAPCON ANCHEIRS O V O.C. . _ _ t +` TAB ANCHORS , <' TAPCGF% ArVC%Y]RS 4' TAPCOFI ANCFiORs' aAPaOlf RRS O Li 4 O 4 POURED OONCRM E POURED CANCR POUsa OR Ci3l5GRE1EM=IEK BLOCK REWIRED BLOCK RWA)I EE'.A - OC:K R€iiIRREOI BOR CONCRETELM HI VED RETY, POURED —m POURED CONCRETE OR UIRED BLLOdC cn t,E'�EIraED #/�4. �- 1/�4,�_ ' [ I I 1 r i F-D.r i i EJ# ((DW 1 7 i ?L E i f F 1 Do@1 3 11 E 1 I 1 1' i 1 1 I au I to- Ib E � rt. iWrAISICN r t S T ` - li.. 4PMWd1 $i t 1 i lq. A 4,kI m 9 i ,Y. 3 T 1 m 5ui$Ut£ aN 1 1 F'•^ erl 1 1 1" 10pIOa1N.Y aN 1 1 W I 9 w` - A NwIY. i 1 B Ha1a' apt rs) f'!( 49e-salt' Les. 711 __ PAAfE1. LENGTH L t 1 Fa tR N 1 r L 1 I"J 90D6 A , 1 t a 1 i ' ' _- 1 i _ 1 ' I E>L�a11tJR+ T ' �i trig NtR u I ( SCNIEDEll E) p i i i 1�` E N�GI I w i i G ' 1 x i „t I 1 vl s 1 - a• 1 1 t z 1._... __--. S I I ui Cd -. - o 1 1 1 J Z - > Gi tO 0- 1 1 t -- 1 v N - z N _ - B• 2 'a a 8" ` x f € i 4 f' s.S , I FF 3 # 1mt'I' , ` • bf 2NI ` / � i 1 t 1 4"W"mll,'S.S. T 1 'W 1 w! Y rnlr a o CL I� N' aA [ I 1 y 1 � allDillF' 1 I Form ,Wreawr 7. IK/iT. SB/t0. 5` 1 I c I y ; I ' x aN YR Aa1E%t4' ae eaA1Ny� FXt es /tA TENT/t$ a rlA+f Lr t. I i 1 ! I I I 0 1 t a 1 I I ! t I I v I 1 r ' N i" tIK. AMORDAS SM SECI,ONS ON SMELTS 17, fit, 1 1 1 1 I I 1 itl OPTIdN 2 Folr LIFE SAfM STORM PANEL_ I EUNAM014 ` t ' t So'" 5/11r.1' ,/� w� a* E,D.P i i EF).4 i €D * # I E.o.t 9 '1 aL�A N.0'Itl' - � a„t€,T � - _ r 1/2` - 1 +`o- /4`t.S NUT WEER t/ ` - tom„ /+NWG NUT WW/ I t sx � ILL et21f,c. (tHteAOHro} 3f-w W84C NUT 7 ',0' x 3/32" 1+-t PANELAKTE Pm W/ _ 4-10"!t iE PL'R}'s 1tJ a 12 1/2' O.G FlUt WASHER {�} # +` TAPCONt t:€ii]ND 1 4' TAP�N AtHCHORS t 4" TAPCOM ANCHORS T 4' TAPC Hd ANCHORS /a"o ,1 s/ O.C.MNc Naf't wASfHP], /a`s D 3/32` WING NUT CARPER ^, EGEM+ 1 ac i 4 1/2' a.� o + 1/2- a- eat/4• .c. ) W / a 4 1/x` O c RER14iIRED -- - A W/ STUD) U�ETT G ti rHLaaa ..-_....F tJR[B +D E'NE OR CONCRETE. SLOW REQUIRED • C SECTIQs--A c OR � CAL_ MIL= ilfI I oR 1s€RxPtiCCJ (STAG= W/ STUD) (STAGGERED REQUIRED e ICTiI I Arlc�l l MIRED �fAT i tiiOtINTINT3 INSTAU AR ON W I.�— ue t[I DESIGH PRE55URE RATING a•f•) WADI Iot1 I1 I!.- I I ALLOON Yif I►>� INST DON I uo t ursTAL t►OI f'_OMESR[SND DING MAXIMUM PANEL INEMB "L: SCHEDULE SECFIO �B �Fr1ULA _ -• e61• _ .._. ,.A - .-1 « �� 0 UFE 3FM P EL g O� B``1.� , SECTION 58 _ ON �iA sr�r a/B•�t" O LIFE 3/aft �P_ J 1 /a',a AEI..�A� �'i., LIF'�' SAF'E'TiE' PANEL SCALE 3 B / SCALE 3/8"rl• D1J SEE Via' to a 2O FORA moo* TTPE & Tot 7,PO0,1 tWrt�Wac ` yllAlSy �1 /` {l ., _yY1�7- . Q +'° 5 FRAME,.• fAFy FILORLDA HULLDI Ci)DE N h YaBD irh+FrlH one Zara) ,W.uTo s "m wow III AWptaN NNwmLD dLi 3PLUS *' ' • e. FLORIDA BUILDING MDE H6 Ih Ya mu one Zone)Z \yj{r '. ` sears tam AAG 20 GAGE GALVANIZED STEEL SI M PAM! Wt.. Ir GROW a EDGE DIs AANCHORRE INDICATED ON "tea D.+rallo G/com me MINIMUMiF� - 3 3 � , om a „uL NN Avg 2�0pB�IM GALVANIZED STEEL SM PANEL VN • No,`11 a5/xS/tb en✓iiafa€ A ACSOHEOGLE FOR EA LESS 1HP0 RdL'ABiYET} 11 s9.W,.s oMai BI.t! ati 5 - 3112 1Vp L1/mPuw W Z vvmm ON .�� GLOBAL PROTECTRIN PRODUCTS � Ulm- ,atina.TIKG i;;a- s GR 56mm ACRK EA 40 �+tP+A Fil1DfN w ( ti PROTECTKM PRODU�CM UPI w1l Q IL ECCI� 7. A/Art� //�a� REDUCE GLOBAL 1 +IstS 'S.I. 5A 51 f iBY t1E ET1t1AMft3 FACTR'A7.S. FTVH THIS , bftr• ' ' ,° ��`,. E'M o Inc 4SOo S.w. '51 $ww OPERAAX1001 iO BE POn'S19.E REDUCED xtty ! mteAleaotru IroArA�rn' 15-021 ra . rr ur , a a caswANr a Wm PL 355t4 15-421 *yt Ws1 tar s ae twt ows sour wtl € {RNT5+R6 viat t�5H7e1►�Ts J ''•. o r• ,i'� ��" pNe �� PNaIC (�i)b4$-35fa. F,14" {I.SH)BBI-a7B7 : BE I % � NWa FS IYB B1f1R".ATE6 Z ' tlao 1m 'vim �f s...: t�ev m-.am. w c pW !Jtl-Ime ,aa r e�+va Lac tee. .eal.ar' Sao +wKi Rlx ORMW E8-ttr rtlrlc.l ail ,a. AI ialuanr FUYi FAt`dl ANCHOR TYPE ON THE Sq�U.i A t.. S� wW.YOt A LA' Hfm as „•aa ± Hour t3,IF 2s 3 t A eMLr9i A, R/R l37 m 3,-su _ i I,wsN Fed a - - - SHEET NO. SH 1.2 MWC011(TAI AS.D, Mcm, PANEL Li]+1G1H "��`� ,,'•. ,.., +/ FLOINDA NG BODE {HI h YaIaDT HuNTiaann Zaae DESIGN PRESSURE L {k.) TO GLASS CONDITION .~ti < • -.: � su,r5 RLRxSL ANc ,xp GAGE-GAI.YANIIED STEEL RIOTED PANEL FALL ) RATING (p,1.1,) {� SECTIONS) MINIMUM ST]'ARATION PANEL : • I`,10• = w,v+s P3(OTECTIOI�i�,xwG�sHD,INDNI4TL1F�ou -T-55.O, -�z.o 2 s/a LE3oL.teD =0,x---_ ,• Dod[, a. as.T14 15-•02t ;. �} `. Ye . rRIN awi s x tlq Wrea want R .of4_r PEip:-e {kN)d5F-T51S. FA,t {,p4JN�F ' '��VR � .'•:�,`! Taw:t��-axfr. ne,,Dast .YAt-k41 �elr rleaaal Nis ee< � � NFw1T a aF � � t�TN IKsrAI�iATlaea IILOCO � tIKWlts1 ANa,f1R Rou, LeaaaN � ANCHOR sP,AINa aTED of W:Ilmar BY THE A 9FYidNS RIBTAMaII H,s1tc FACICSH �N14:A. NOT BE LESS TNLW L4,I SFMCR�B�tJtTED � €Aar ANaHa, TiT+e 011 YtliS '�YkEDUI.E ttPDoe a 'sel,Wzrlrrt .tea e � ALIKiI Ed r r/� s t �•_ 1.aN � ON S.S. M.S. W/ lrlll' a " 3/3 L LENGTH TE 1 gFI M ^L- 160 PANEL L'F (SEE NOTE 1 F-20W M S. W/ AON Lill 1 ,.� ,�• «• � SLUM•. ■-_._�T... . � "*� ' ►� ..��ss6P� _V aga�jl �. .a. F. #'R I ea' ..•. a ... , {��� "rw , s -.- xa :: ..a. -- - .; .. , .:. ►. 11 \: t_�7 _' _ Zia. � tll \it \b"7 � _ IGh, ::.. ..L►� aCr� i `3 :.1iti Fi 1i \. ._"I.._ : 1 ►.t:+,_ rl.- .. : ri 13 ,t.. Ill Ix:Ix _ 1 TI, i 1311 .•uA J �,. t- .. ,.uo- TILT. WE 10 . a raFa► T W.a.ri.. ; � .a ' 1 li 1 ' i _ ► _ - Ail 1 1 1 ■ 1 * ` \, 1 - ".~0ED. ASIMSL GFNDE 60 MImum G--B0 GAMY.. 48JT T 250'- 1� =9 MILL Tfj�}II IXTAIL A RGU OED CORNER O ENDS OF PANEL S ET'ID UP 1V/ HEMMED EDGE. (NETS) t 7 01055 Or) .750' l�l STOP MR 4t' WING 6063-15 Akmu ALLOY MM%MUM A_-J% MMTaI tarmD01a1f m - +aa a -76A 7CY• OR LIB 2 9j16• BOLTED • 1% Y. 3, 11IP. rw 413: 4•0" -7&3 TO, OR LESS 2 7/6' BTA.T'EOe " 4` & VW • t 4: 4, P A, ICE At OVEN..AP & SOX OF P'ANLL LENGTH GE DETAIL REVERSED Ohm .7� 2sI1 s s' ,ra3 R' 3.7'50' 1 1 4 WIDE Owl -To Win. ALLOY 1D HEM" UIRED 1/4-1 TAPOON O g D.C. /1 t/Z' MIN. THREADED AT WOOD HEAEIE3T L' Mk PANEL LF (SEE NOTE 1 M.S. W/ N4Nr .12V 2.00Or la5- ■ ■ . :. .. _ . F s � ►.. � i -,.,'- : ; : 1 i.. . - ti * ,3t. KEG\ 9 ,c - .. ' _ t 'L Ty. ►.: \\'1 : r4 • ,I 9 hra.. :, 7r 4 \ aF!:.314 W 'TI:..� L :E a 9 ._i •: .. 5 .K,.. !1: .- ] MI_•,: € ., _ '-,.ail _ ("'t.)'. WoMmir A@N"M 9 04MIG FUR E 3 ,/2` - _APPLICAILE� a ANY - M4 I PAN78- - CNJE-MI PAfEAM E 0 FM�JWE PLUS Ta C OWYME 1 TO Dommim . IIEm o CONCRETE 70 1 m coxuHaE le N/A it II/A t2" N/A ta" N/A V at 2' ) 1 T "' 3' N` 10" 3" 5` +� 5" + 12' 3' 12• S• 8• ES• 8" 6• T' +66.0, -75Z N/A N/A N/A NIA N/A N/A 12 T/2• It 2• (saw -. 70' OR LESS ' 7' -- - NIA 8 1f2• NIA 4 t/2• N/A # 1/2• N/A 3" (TC"SP) 12"-_.... N/A 1.2' N/A S i/2- N/A 9 1/2• N/A 3' (BOTTOM) 12" N/A 32" N/A T2- N/A 12" N/A b' (TOP) 8 1/2• 12' 11' le 11• +' (STITTC�I) * LIMITED TO am W. "A DEMON PRESSURE RAD9G. A SEE SITTER 26 FOR AFKo101t^i TYPE At SPACING FOR WINIAMRS XM MOOD FAYE Mwu9 IililoMlR AHNCHIDR SPAMM AND 1aFl1Mi€ lt1pM DISMl9w A€IE NDtfalif� ON Du SM90ULe FOR E.D UM DWI IM160AIM ON E RED=AMOM EN,IX D( mmwg.YNB I Ott 9 THE FDIJowo FAa qm FOR TINS OPEttIMM 10 w PNtSS0A RFAEFOF9 S9AIOREIN G6TAMIED IL4lFi FAL10RSHALL Nil v MMENMt M[iik1FTA WR PIiCFF AMC" TYPE AT to..1/#'r It/4'e rj+4 AND6'T0R TYPE iwmY FEWE,r9x WI 696 ANOM OHM= DaT 3 3 3 2 1 IarWHNfrlllee CgeanYa p\T 3 ] 3 1 {W.o.ANtI OaY"w 6FrAE ChJ 3 .1 I/➢ 1 3 1/1 4 MLOL EA Omw osmv FACTOR 1 1 J3 1m € •• RED mcm I1R�Ti " BETWEEN BOTTOM of ram. I - 1jr AND 10 8E; t/r MIML E + + newstEs Mac, o9 Tmm 6ElWENO'I Bottom OF PANEL I Mau. W7kaM 2i #1h14 PANE 06T/40.' MINI. 7HREADE AT MIDWIDTH WALL MIQWMG 1N lLLaQH ALTERNAM SAW ML MR PANEL SCALE 3/a.-1' N� 1. M1.STM A706 ARE ONLY AM FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.3, -724 PSF AND PANEL'S LENGTH UP TO W-6r, Z FOR FEW WOOS FRANK CONSTRUCTION: WOOL MEUBM TO IE SOUTHERN PIE NO. 2. W/ SPEGTFIC DENSITY OF 0.55 OR EQUAL 2- #14-10 PAN 0 6 1j4. 4 MEN AT UKYMM 1 Ll Iti I.!. i. i311 NOTE 2 R(iMS) - 4 !/ aR OVO & O (tom Tom 2 FIELD) 3" MML 2/24 V/24 4 5 p�AT 2 9 (SELL WO' 3 1040) l S M s l r/24A.IM,yI .` SEE t" /N LONC/ifTE A!A]10R5 L 1 3Maz. 0 LAC" lameI-3' gCF'�l' - A3 , LSEE SC HEDUE R Yfa` - 'iTn wee AO",` sJ1.Y. - - 2' -R,D GF� Y + "t." ( ) (IN1FiR70R PAS PANF7.j PAITI7L). (Ara PiN$t) (WMFtKRI P►NFJJ I 5 (Facet ETe1I Per 2.1 sESET' NOTE �..3. aFLR! NNiEE Z �. 4 �98tT!� 3..4 MlgS " C la PNi LS W 'wi/ 52' 1fNKE' m I „ g Ar 40 E SEE NOTO + Ntl1E �- A=Lt RYA caNcraF1ESM tr MAr. -.- - ON FGR Wr000 , Min. AT NDTE 3 SESECTIONS CH &EII 2a p aR !/ OR !j Ti . * [AST PAN0. lYi BE F45TALLElY AT EACH 0 000" PANELS 1' * IA9F PANEL t TO BE RISIALED AT EACH CP'ENIIIH ALWAYS BE PR4'AOE:D Wl TYPICAL ELOtOON FQ8 ESOPENING REAR HNH� ARE W 'T'It# 11`"�� Fi FVATi1lN FQR�»»5ERIES 1 DD(i 8E"OMLSTU.AAu.m i i IP MHT9TIIaeO TO tE WSTALLED FROM 1 9 HMG G �'�� PAIIM,p�, � f INNS DE OF sTAUDTUF9E DLSIIIE s1 AYa�1tr SC7aE ' " t. AE 3/ - ,•' r/4' Ml W ASji® t;(m�. GAP I�...,f4 Lam- RAP V4` ILO". C�-1: 1 2 @!/ OR 10/0 # SECTION 8-8 00 pAN/F15) (1). ������_ E - Z HANG ST6I8J PANEL. SmrEN4 Cf1TETNIG OF PiVEt + .iN TRACKS AT TOP & PAN€IMATE PLUS OR IS- LONG (1), • E - 2 HAM 5TOM PANEL SYSTEM CONSISTING OF PANEL + 2 AT BOTTOM W/ PAtELMhTES. CvAL TRACKS TOP & BOTTOM. (2). END PANELS SHALL. ALTTAYS BE CONNELTED 10 Sfl1 WALL BY MEANS OF (2), (iD ADAPTS 'SHALL ALWAYS 9E CONNECTED TO BOTTOM TRACK OTHIU MIS£ A STOP BAR PML[7..M[t7E5 Oil t):�T"a - Y W( 13" LONG 1TTA 1/ AT BOTTOM. E}� PAPAS (aj SHWL,L BE PROIATEO AT TOP OF i PANELS, �-L Of TO 2 Wj fJ4'f-2Ox3j4 .S. WJ 7j8�+(j32• WING NUT OR 1 4"6-2Ox3 Min. L INTO TAP 2 A5 (3). IF ENO PANELS ARE cmWxTEO TO BOTTOM TRAM, CONNECTION SHALL CONSIST DESCtGBED ON (3) t/s'a-aax3/s' M.S. w�7 S'1 f32" W 40 Hurt OR 1 js^0"3/4' Alin. - - (3y FOR CASES WI N E�LD ADIEUS ARE LkSE JQINTT.Y w/ 15' I.OFE T� �} Ar INTO TAPPED BOTTOM LOCATION OF FASTENERS MKY BE AT EITHER OF TWO RDTTOM BUi PANELS ARE NOT CONNECTED TO BOTTOM TRACK . A STOP BAR EXIIERIOR FLAT FLANGES GF END PANEL 8 SELL BE AT TOP OF SUCH PANELS. (4), N CASE THAT ENO PANELS ARE NOT To BOTTOM TRACK Ci.IL A STOP (4). FOR INSTALLAMNS WE•EN go PANELS AND SOME INTERIM PANELS ARE .E C:TLY S ONLY USED x7 TOP���)) AT LEAST TW I PANELS SHALL 6E CONNECTED TO E3I3T7C#J 1TTAGK TO EXISTING SILL WALL MEALS OF PANELMATES, ONE PANEL USING SPECS INOICATW ON NOTE ( ADME, N SUCH CASE, CONNECTION OF PANELS MAY I USED J PLY W/ TRACKTWO PANELMATES FOLLOWING�AT BDiTOM hTTAL2HMNG BOTTOM TO WALL TO SOTioHJ T1IAlC1L MAY OCCUR AT PANi74 LOCATION. SHOWN ON ELEVATION W. EDGE DISTAKM FOR THIS NTEROR PANEL 11SEO YOWf 3 E:s (5}, SEE SECTION 1'. 3' & e ON S1M 24. SEE ANCHOR SCHEDULE ON 25- NOT t�Ell 7Gi � 70 2 BY ANY MEMS. 'i24CK a-1KAL _ INSTALLED • PANELS �E UEFA & liKYiF 5 OR L) KkME N :To BT'. .`��Q...•• ••., ''=s FLORIED4 MAkDAW cLVE (High voloaty ttwr3cc a o. *ROWS FILM= m E=2 HMG STORM PANEL SYSTEM TO F EAM "m IIALYmom am slow No* * o. FMF�. ATRIUM DM AND DOQiLS, INC. 1L EC 4 4G H?1 SMICIT 4 - wi aw +wa Y�"1,ewne P> C"AI)PA-'e543 FAX (sa400-sA77 15=iIL1 .gy �'•.. e'- TT"•r eflm AF!-Am .: WwN "Tf-asi _.1 .ree.."=r I as sit "e _ "a IW.7FR Pas r fidt3 ; - - owl 23 OF 46 1 6 i 4 1 1 M x ": 1 1IL1F IPA Jl 911d, e 1ffi 2 0 WLS lAx3/32 N " 7D 47�I�G�3NI}T w WlSS. EVQiP G4FTOw WHO III .1p .�4. d ai ly.ic 111 Li t K1 . �dW n■,�.�al H l 12 :ti r:I I ►J -__ Q OWERLAP Wpm • e O.C. Y/ WOOD IEISM 7 YliG R 12 O.C. ni - SM_& Im Of (SM DUAL 1124 Je ot TO Gus!L ' � !✓ 3 C THMIvril Note 1A En +4NIET O/t2"ILSO.C. / 7/8ft3pr Cant /4-0 !AO SCRINS O b• O.C. TT/ } - t 1/ N TNR61LED P4NEIRF7M o PtJtTE iIUD O OF RATE AT OR ON EDZ BUILD-i1dCUT MOUNTING C'iiM 1 AT1 - _- SORE 1/4--1 FLORIDA MHUNNO CODE (NIghl V*J"ft H "ico I B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAIJELMMTE FEMALE ID & PAVELBAW PLUS INTO CONCRETE I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PJE.D.) HAS SEEN VERIFIED FOR CWLIANCE IN BLOCK SHALL BE 1 1/4'. ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING GOOF_ DESIGN! WIND LOWS SHALL 8£ DETERMINED AS PER SECTION 1620 OF THE ABOVE ME7'TI'IONEi3 CODE, 8.2) MINIMUM EMBEDMENT OF 1/#'® X 7/8• CAIIC-IN AN S SHALL BE S' 7/6" INTO 1;CM'Tl'JaEPE: NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE C TT�- FOR A ININO SPEED AS FSWRED BY THE JIMdSOICTON WHERE THESE SHUTTERS WRL. BE MI$TALLED ASN.D 'FOR A DIREDgOiNoJiTY FA"FOR Kd�aa.65. USING ASCE 7-10 FOR MSEAUATIONS UNDER 2014 FBC AND SHALL 1/4' ♦-20 SS StDEWpL( :TS 1 ff9 SHALL BE TONG FJJOUGI4(SHOUID ANY Flt65R MATERIAL EKRSij TG NOT EXCEED'THE MWirMq,M (&&D.) DL-" PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' MTTO MJGtOFS. - . IN ORDER TO VSW THE ABOVE CONDITION, ULTIMATE CESIGiI WIND LOADS DETERMINED PER A= 7-10 - SHALL BE EMT REDUCED TO A.S.D. DESIGN WINO WADS BY UU1.71FLYM6 THEM By 0.6 IN ORDER TO B.3) IN CASE Tl44T P1 #T S'T01E, PRECAST CONCRETE PANELS BE Fit17NU ON THE E10STNG WALL. ANCHORS SHALL BE LONG ENDOW TO REACH THE HAJ<'1 STRUCTURE BEHIND SUCH PANELS. ANCHORAGE TO C6MPARE THESE W/ MAX. (AS.D} DESIGN PRESSURE RATINGS HNLkC.ATED ON SHEETS 25 & 28. StUW. BE A5 MENTIONED IN TL1) AND IN 8.2). IN ORDER To VERIEY THAT COMPONENTS AND ANCHORS ON THMS'PXXL As TEb'I WERE NOT OVER STRESSED. A 33X INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS ZM USED IN THEIR ANALYSIS. FASTENERS SPACING 1D WOOD HAS BEEN (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMME"TIONS AND SFECIFlC2.TIONS OF THE ANCHOR'S DETERMINED M ACCORDANCE WITH NA.S. 2012. STORM I'AFEU'S ADEQUACY. FOR IMPACT AND FAT16jIE RESISTANCE HAS t3EElE YERIFED M ACCARDMJCE WITH SECTION Ion OF 11. IT SHALL BE THlE RESPONS LTT 1TE NTR,4CCOR TD VERIFY TTE SOS OF THE STRUCTURE WHERE SHUTTER 2DI THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. W, REPORT # 2032. AS PROTOCOLS TAS-201, IS TO BE ATTACHED TD Nb'43i� PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE. BLOCK TM-202 AM TAS-203. OR WOOD FRNAE BUILDINGS. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING Ti4E OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR AFT. THIS APPLICATION IS YAM iNiETI INSTALLATION IS INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR � TO %x/CAUUK, ALL SHUTTER COMPONENT EDGES wHicH RmN IN CoNRNUOUS FLAW FROM THE NSLCf OF STEIUCNRE. CONTACT WITH THE BUILDING TO PRE+WENT- /RAMH INTRUSION, CAULK AND SEAL SI•NTITER TRACKS ALL AROUND 3. SERIES 1000 INSTALLATION IS APPUCASLE To SINGLE AND WALE HUNG STILE WINDOWS WHEN INSTALLATION IS REGUM TO, OF LENGTH. 1;L STORM PANEL INSTAUATA7N 5'HALL 'CMJ4IIPLY WITH SPEC$ €NgICATED IN THIS ORAWMiG PLUS ANY BUILDING AND 'ZONING Pt: D FROM THE INSIDE OF STRUOTIIRE. REGULATIONS PROIADED BY THE JURTStIICTICIN WHERE PET&MT 15 APPLIED TO. 4. SEaRs 2000 INSTALLATION S APPLM.ABLE TO SINGLE AND DOUBLE Hum no HORIZONTAL SLIDERS STYLE NDNDDW"a WHEN 14, ATRIUMINNRiOYYS AND DOOTtS, INC. E -� Z HANG' STORM PANEL SYSET]L"+ IS TIATENi MOM INSTALLATION M5 REQUITED TO SE PERFORMED FROM THE INSIDE OF STRIXTI E. j 5. W.L. ALUMINUM Witu57CNS 70 BE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERMASE NOTED)15. (G) THIS PRODUCT EVAJ_LIATKM DflCUMFNT,(P EA.) PREPARED By THIS ENGINEER 6 c.TTdERIC' AM DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ALL ALUMMIUA, SHEET METAL USED AT CLOSURES S1i9L. HAVE 3105-H14 ALLOY.LUDING(Ra) CONTRACTOR 10 BE FOR OF 7. III. STEEL SHEET METAL PANELS IDAYE STRUCTtAiAL DUALITY STEEL. ASTM A•-853 GRADE 50 Min., GALVANIZED STEEL mRESP0NON HIS PROVIDED HE/SHE DOES NOT DEW4TE PROM THE CONDITIONS S DETAILED ON THIS THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RFSPONSBg7TY. ISSHALL DESIGNATION W/Fy� 88.5 lai (AFTER EtOLLED}. 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1S SERIES OR ODFROSION RESISTANT 00ATED CARBON STEEL AS PER DN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, 50018 W/ 50 1171 YIELD STRENGTH AND W Pat TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA WILDING CODE SECTION 24112.14. (d) SITE SPWM PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED ENS OR A CH EMCT 1NHCH WILL S. BOLTS TO EE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERFS STAINLESS STEEL, WITH 36 IaT MIND.WM YIELD STRIOIGTH. USE OF THE pzjL EN C� RECORD OF CORD. FOR THE PROJECT AND WELL HE P-fFH�I£ FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P_ED. E1lEF3T. SHALL 10. ANCHORS To WALL SHALL BE AS FOLLOWS: SUBMIT To THIS UTTER THE SITE SPEC" DRAWINGS FUR REAEW. (A) 12 EkISRror. Pnuaw CONCRETE_ (*) THIS P.E.D. SHALL. BEAR THE DATE AND ORIGINAL. SEAL AND SmAWK of THE PROFESSIONAL. ENGINEER OF - Heel TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILD INC. (MN. F'C-310 P.91) RECORD 'THAT PREPARED ITS - 1/4` 0 K 7/8- CAIk.-NIL ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC, (MEN. T'c>3000 ".L) 16. STORM PANEL MANUFACRIEwies LABEL SHALL. CE LWAIM ON A READILY VISIBLE L M'ATXW AT STORM PANEL iN - (C14-10 PANI"r,I,].IA'I'E FEMALE to & PNVELMATE PLUS ANOH®RS, A5 m&WUFAC7 m By mco cowmUC.TNDN PRODIA':i✓. ACCORDANCE WITH SECT'M%N 1/Io.8.3 OF FLORIDA BUILDING CAE. ONE JASM SHALL BE PLACED FOR EVERY ON'ENW& lJ4BEI.s4t3 TO OOMICLY W,TN S£CTIOAt t7t0.8.'Z OF" TWE HLORIDA BLtILLtING CODE. (1`C-3350 p.xa.) - A1) MINIMUM E NT OF TAPCON ANCHORS INTO POURED CONCRETE SFAJ.L BE 1 3/4' AND 2" FOR PM40-YATE FEMALE ID & PAHEUMATE PLUS . A2) MIMULM EMBEDMENT OF 1/4`0 X 7/B• CALK -IN AN04M SEI L BE IS 7/8- MID CONCRETE. NO FMEIFDifNT INTO ANY FINISH MATFREAL. SHALL BE PERMITTED 1/4• o-20 SS SIDEWALK BOLTS USED SHAM BE LONG ENOUGH(SHOULD ANY FINISH MATERAL ED= TO ENGAGE 3/4- "TO ANCHORS. A.3) M CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAYERS BE FOCN4D ON THE EXISTING WAIL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MARL SIRUP URE BEHIND SUCH PANELS. ANCHORAGE SHALL , BE AS MU MED IN Ai) AND N A.2). (a) WALLT'ay P FLaRIAA BUXDAIIIi to V*IOQW Hurriaand ZOAS - 1/4' 0" TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUKDEX INC. - 1/4` a X 7/8« CALK -IN ANCHORS, AS MANUFACTURED BY P� FASTE W_ (CM-1500 P.M.".) ,� - w aslNa TRJTiA +� E-Z HANG STEM PAiiE1. SYSiEAI F.al- {c, . 0 y $may Ow" sr. 6. �O. .-- #14-10 TL FEMALE rT AND PAME LMATE PUTS AN04ORS, AS MANUFACTURED ITT ELCA CONSTRUCTION S * 3I aar W �' PRODUCTS (€'m=2071 p.*.1.) = -'-!� `"'. r ■ SO w w ATRIUM ' � %TI'iD DOOM ma. HN RM 25 PM MR, SEPAAATM 10 CLAm EWy�� AN � 4fGDEJ ETAIL 11` I WTTL' ;tTARBfl�al v �5 y f +' ► -AIM S.M i 1 1 1494 ZIA '1x afl A G ! 1"m 1 aP.CRA DOfK71k' iE IIIRWIW� % Y3. EDOE OF t� w� LED.� OR ON a19cr 20 � COIL FLOOR TO CFJLIMG SECTION_ 3 IMM InD om SC!SE S/6•+1" SCALE 3/9-1- Whir CU N M N -�-a � N L N O r-- -0 0- N (D M �C)0� 0 EL O LL .� E O a)O L O .� ^ ''c VJ o a) j O �.n Q m Vi cu LLI Q Z Z Q J SHEET NO. SH 1.3_ (NERAL NOTES . MR t1W.� 1AAT ¢iA#cAAr u � T MlYffi *ilT�l WYte._a+r, � -� T (C) TO ES95f#NG WOOD (Nw_ c_Y]r�rnr_ GRAVIPN.. G nrs Mw.Tx I. SRORAI PANEL SHOIM CW TT#S EYAIURitON DOCUMENT (RED.) HAS BEEN WERIFED FM COMPLIANCE IN ACCORDANCE - 1/4'W TOPCON ANCHORS, AS 1AAM)FACTURED BY I.T.W. BSACD�EX, INC. WITH THE 2014 (Sih EDITION) OF THE FLORIDA BUILDING CODE, TM STORM PANEL SOAL NOT BE INSTALLED AT HIGH H - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS M4KWACUHED BY DM CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONIE. � BROLIARLD COUNTIES . -1/4 LAOPER WHIN �N WIND LOADS SiLPAJ.. B�W *&NED�AS PER SECTION IN* OF THE A.OVIE CODE FOR A BASIC WIND - / %B� WADE® �, AS 01511WITED BY ALL POINT SCREW, BOLT At SPECIALTY CO. 7 18 0 x � SPEED AS REWJIRED BY THE JURISDICTION WHERE STORM PANEL •WILL. BE tHSNALLEU, AND FOR A 'DIRECTIONAL" FACTOR 10]=0.85, USING ABC£ 7--10 AND HALL NO EXCEED lHE MAXIMUM (A:S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM rrIREAOEED PENETRATION INTO TAPCON ANCHORS SHALL BE 1 1/2" AND r FOR NSA PANELMATE PLUS 3, 9 THRU 12 & 17. 1& AND PAHELIVA E FEMALE ID, IN ORDER TO VFXIRY THE ATE CONDITION. ULTIMATE DESIGN NAND LOADS WOU04M PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.&M iGN'PRESSURE RATING BY MULTIPLYING THEM BY 0.6 114 OTC TO COMPARE THESE W/ MAX. (A,S,D.) C2) MR UM THREADED PENETRATION OF LAG SCREW. INTO THE WOOL FRAME UNRr SHALL. IE 1 1/2'. N0 THIWADEO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 T14RU 12 ak 17, 1& PENETRATION INTO SMOG SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PEIIIETRAMM IN ORDER TO VMFY THAT ANCHORS CAI THIS PSA AS TESTED WERE NOT VAN SFINSSEOA 33X Its W ALLOWABLE srtTFss FOR WIND LOADS WAS HUM USED IN THEIR ANALYSIS FASTENERS SPARING 10 WIDEND FITS BEEN DOIERNMED W G_3) 'ARUM! EDGE DISTANCE OF LAG SCF S, INTO WOOD $HALL BE AS INDICATED IN THIS GROWING ACCORDANCE WITH NM.&_ 2012. STORM PJAmWs ADEQUACY POR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF 0.4) IMINIMUM PENETRATION OF WOOD BUSHING SK LL BE 5/8-. 1/4• 0-20 SCREW$ USED STALL 1E 1 1/2' LOW MINIMUM THE ABOVE ME NTIONED CODE AS PER AMEN TEST 1.AS OF SOUTH FLORIDA REPORTS j0814A1-01 AND #Q219.02-09, AS SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALL: WITH NO S1UOCO. PER SSM 12-99 & ASTMt E 330-02 STANDARDS, AND A►ERIgW TESTING LAO SOUTH FLORIDA T #1123.01-10 AS PER AND TAS-203 S, AND AS PER CALCULATIONS PERFORMED IN W/ SECTION 1104 OF THE CS) IN CAS THAT PREGt5f 51nNE> OR PRECAST CONCRETE: PANELS, STUCCO OR WORD BOARDS BE FOUND ON THE EXISTINGTAS-201 FLORIDA BUILDING CDDE_ WAIL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE W414 STRUCTURE BEHIND SUCH PANG-& ANCHORAGE SHALT. BE AS MENTIONED IN CA). C.2) & 114) 2. ALL ALUMINUM EXTRUSIONS TO BE 3-7TT ALLOY AND TEMPER. (UNLESS OTIREEMSE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED MUD" ALL OF THE AND SPECFiCATIONS OF THE ANCHM S MANUI'ACTURER, 3. ALL ALUMINA SHEET METAL USED AT CLOSURES SHAD. HAVE 31D5-H i4 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HiORIZONIAL Y LNG INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL MEET METAL. PANELS SHALL HAVE STRUCTURAL GUA M STEEL, ASTM A-853 GRAM 80 MINIMUM, 0-60 ON.YANIiED THROUGH 3) EXCEPT THAT HEADE'RSO 4(DS'HAm NOT HE USED. - STEZL. DESk,WAIM W/FY- 92.2 km (*TM ROLLED). 9, IT SHALL BE THE }RESPONSIBILITY OF THE CWTHAVIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO HE 5, Al SCREWS TO BE STARLESS STD 30+ OR 316 A6I SERIES OR CORROSION 1RR STUNT COATED CARBON} STt L AS PER WN ATTACHED TO INSURE: PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED( TO CONCIHL"TE, BLOKI( OR WOOD FRAME 50018 W/ 50 kel YIELD STRE NGM A10 90 W TENSILE STRENGTH AM SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. LO. FAcH REGULAR STORM PANEL WITH LE84THI5 OVER W. AS PER SECTIONS 1. 2, 4. 5, 6 .AND ALTERHA"VI4iS 1W: 3W & 4W ON SEERS 4.. � 6 & 7 RESPECTIVELY; SUL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER DR TENANT TO S. BOOTS TO BE ASIM A-307 G&VANIZED STEEL„ OR NISI 304 saREs SIAINLE$S STEEL, WDH 3d MINIMUM YIELD siRETNGTIH. SECURE PASS WITH APPLICABLE RiONFORCEMIENT DURING PERIODS OF HURRICANE WARNM 7. ANCHORS TO MW1 BINDLE BE AS 11. THE INSTAUATf6N CONTRACTOR IS TO SEAL/CAULK ALL. SHUTI'FTR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. W TO r t>OURVID - 1/4*10 TAPCON ANCHORS /a MAJIWACTUfEO BY LT W. BUI.DEX, INC. (M m ro-3142 p-a,i) 12. STDRIM PANEL INSTALLATION SHALL COMPLY W TH SPO;:S INDICATED W THIS DRAWING PLUS MY BUILDING AND ZONING REGULATIONS - 1/4" ♦ x 71W CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APED TO. - 1/4'I x 314` SOLID -SET ANC14MZ, AS DISTRIBUTED BY ALL POW SCREW. BOLT ! SPECIALTY 00. i*L re-3000 PAJ) 13. (€,) T,n PRODUCT EVALUATION DOCUMENT (P.M) PREPARED BY THIS ENGINEER IS GENERIC AND HiOES NOT PROVIDE INFORMATION - #14-10 PANELMATE F MALE D At R�LTE PLUS ANCHORS. AS M AIW BY RUCTION PRO[XILRS. FOR A SITE SPECIFIC PROJECT: R.a 'YFIERE THE a E i YIiITE FROM THE P.ELi. - 1/4 0 ZAMAC NAILN Aft. AS M0NUFACtURED BY POWERS FASTENERS. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECRTON" PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF T CQN ANCHORS INTO POURED GONCRE:F SHALL 1 3j4: 2` FOR ELCO PAN0.MMTE AND BASED ON' P'�" PROVIDED HE/SHE DOES Nt?T Rk1RAtE FROM THE CONDITIONS DETAILED? ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE: C ONTRACTOWS . 1 3/4' FOR ZAMAC ,K LN Al) CJA& SOUI I -SET ANCHORS SHALL BE E BEDD- ED 7/6' INTO THE T E, CONCRETE. NO EMBEDMENT INTO (6) EVALUATION DOCUMENT WILL BETHIS PRODUCT - IF Ma0F1E0. SiUC00 SHILL BE PERAUTTEO. 1/4' 0-20 SCREWS USED 94ALL 6E 1 1/2- LONG MINIMUM SHOULD STUDCD EXIST, (d) SITE WIECIFIC PROJECTS SEMALL LE PREPARED BY A FLORIDA REGISTERED ENMEER OR ARCHITECT WHICH WILL BECOME THE AND 1" MINIMUM FOR WALLS WRH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL -THREADED SORRI~'NS W/O HEAD, ENGINEER OF RECORD (EOJQ FOR THE PROJECT AND WHO WILL BE RESPONSIKE FOR THE BUT WITH WING NUTS, PROPER USE OF THE P.ED: ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGIMM, SHALL. SUBMIT TO THIS tATTER THE WE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE' THAT PRECAST STONE, PRECAST CONCRETE PANES,. PAVERS, `STUCCO 00 WOOD BOARDS DE FOUND ON THE EXISTING WALL. 09 FLOM Ate SHALL BE LONG MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (0) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF DINE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND FN A,2), ENGINEER OF RECORD THAT PREPARED If (B) 7D 17fL5t7tlC1X)NCdtF7F BLcxyr WALL ASHY c-BD 14, 8lILTM MALfIIFAGIMIEn IAIM SHALL BE 1ACN> ON A R€AI'HI.Y VH O WC.AIIDN AT MOM - 1/4- 0 TMOON AN 04M AS MANUFACTURED BY 1. T. W. MLOEX, INC. PANEL SNfTIM N A=F&*U UM 3 OMM 1710.&2 OP FLORIDA. DIALING NODE ONE LABEL SHALL BE MANNED RE EYERR OPORM LAMMING TO COMPLY TURN SECTION MOM OF THE - 1/4" f x 7/8' CAL1N-LN ANCHORS, AS MANUFACTURED 8Y POWERS FASTENERS INC. T BUZLOROk �� - 1/4'0 X 3/4' SOWD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT h S TY CO. - J14-10 PAMELWW FEMALE D AHD PANE)/ATE PLUS ANCHORS, AS MANUfACfURM BY ELOO CONSTRUCTION PRODUCTS. - 1/4' ♦ ZAMAC NM.1N ANCHORS, AS MANUFACTURED D BY POWERS FASTENERS, INC. �d 6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PMNELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE +0 .: FLORIDA BUILDING COS Non h VelocityWDAtntxln6 Zorn) BLOCK UNIT SHALL BE 1 1/4". •;< 0=5 IXTEM Jwm 24 WE GAMYANNLN� STORM M'A1ELL e-2) CALK-N & SOLD -SET At�S SHALL EE EMEIEDOE6 7/8" INN) THE CONCRETE BLOCK UNIT'. h'0 EMBL]IMENIT INTO STUCCO SHALL BEPE7#WITTEO. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EIST. X • n L PROTECTWIN PR€ U.C.M/, t6 AND A' MINIMUM FOR WALLS WTIH No S1.K:C0. ,ICTSt ^^ 1 L E C O ILIC. 1� TESNnNe & Naxa�A"r 4 xM &1VF d1 8.3) IN CASE THAT PRECAST TONE, OR FOIST CONCRETE PANELS STUCCO OR 'WOOD NODS HE FOUND ON THE ,4 w { «. (Ildl�% +'' n v " s >rr rm. AawAG (DSN7eeo-ssHa. l at (o4je s M7 1 S "O22 DOSM40 WALL SHALL LONG ENOUGH TO REACH THE MAIN STRUCTURE 90*0 SUCH PANELS. ,•.,• s •• �•r DNAMWLC ' ." $..SLEET ANCHORAGE SFMLL BE AS UMONSD W 9.1) AND IN B-2). 'IF' AA MITRE A DI2Ar # -PJw a Abrr swaw x - - , 9r m - ' ]a a I s s-- f # x• a � F} �51 a 1 1 •O - / i / l� r t'MIT. L jw ALTERNATE OONCRMJ _L10NG EW ANCHORS M (SUE SCHEDULE ON SHEETS 9'TH ROUa4 18) RIHLD=:M NO l lTtMQ ALE 3/a•-1« Et) - EDGENOTE FOR COMBR4 Ti0HF OF SECTIONS: DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 51'EETS 9 # 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO 13E CERTIFIED BY IM ENGINEER OR (F.GT PRIOR TO SHUTTER LL�I� (SEE SCHEDULE ON SHEETS 9 THROUGH 10) - aLL Malt mmmG SECTION-2 SCALE 3/8-1- IDO ANCHORS ALTMN Fti SCHEDULE RE 0fA SHEET MAX. WO (SE SM MAX FAICL LENGTH (SM SCHEDULE ON SHEET 3) GF 1' 0 12 1/2- O-C- lIRED WOOD la'L,FA 1 A MOM Em 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S_M TOP &BOTTOM MOUNTINGS CAN BEDESIGN PRESSURE RATING (o.3.f) AND PANEL LENGR COMBINED RN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH1 3 INSTALLATION. 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIE No 2, W/ SPECFTC DETNSiTY OF 0.55 OR FDA Y/i.$ ONLY WHEN SOLID 70. CALK -IN ANCHORS ARE tEXISTING ED CONCRETE �N MOCK Rl*Ul EO.ED£S WALL /NOILIN IS CT1 BECT "K , SCALE 3/d-1' ;I}H ULE 3) FLORIDA WILDING CODE Mex, WN h velocity Hu cane Zama eaors TAITTA PC 24 GAGE GALVANIZED SHEER,. STOW.( PANELOWN Wx (-T MOUL PROTEC ON PRODUMe L,LC. 4a0 &IRE. 31 $' r ORM rL =14 °ttc. a 15-022 M ea. Jot rHap ar=rmt - Room (xe4a#, 76s6. rm 050MMI-4107 �A1F0 8a ORAWNB N1x to M4 A, sstsx- - r as v-rr t _ y,pgp,1, � A -MC V10401 Nf PF 750' sB m.-...._-..d 1%4• (:`rP.')----.....�....,_,.__� .37' ,125"iMtGt.Fm a a iJt 1- 'IGO ice'°',. - 10' H cNVANIZED STEEL Asim A&53 TYP. 20fX3" 1.a15" GIGRADE 0 UNPAJM1 EDGE � 2.I25- 46' .06t L_7.3t1D'--I -126' SLIM PANEL 1350 _.-.- _ �-._ -'11LTJAN A .- ) (TYP-) PANELS SAL. FE INSTALLED N.WAYS �• IRa1r LEFT TO RIGHT W/ F/2' LEG � 'H" Li�.A�.R �� I$I�S � ANGLE WD H STTi)t} AL 37I7 AT 7fFN 991E OF PANEL . i0.i76` 1 <�_ AN 250l"��-' - ta2700' 2250' ISOWMIC VIEW a L A ,13r _ .�« PMlEl RO UNOW CORNER 0 1 OF PANEL'S H . Aft „ END LP W/ HEMMED EDGE, 625 .125' IYP, @01'FC1A z 500- D91' q67 5� KEY HO{��� m� � 3. A72' (M'•) 3105-H 15+ kw ALLOY � ,73D" 2.724` ` .Grit" L$ SLEEVjell" 2 1 126' 1.250" .376" LTm A ,, 1MAx- LEI4GrF1 3- 2.1XX1` 2. 1M414' , ) 2. L-a " i REVUlf_ "H" HEADER "Ir HEARER ���, ///.750,) i • MIN. TO 5" Minx. .) isMAL 2.000' LENGTH10 I1 "J" TRACK PANEL HANGER z7e- 3.00t1' W61-TIE ALLa1` (USE ONLY FOR 9-Z HANG STORM PANEL zi 1. [ -47LT' .77b' - H - SYSTEM) ti053-10 ALUM, ALLOY 1.a r 1.r25" sw 11t FLORIDA BUFFL�LNNG CODE Nan MIT Vol; . 2Doo" t. + 123' �' , = • MI4 O a `.,t 070r3 r umn Arc, 24 E &kYANl2ED STEM STORM (,'rP) t,201` ? .CBOT ti _ �• 1� .250` - MIN. >rC3 e3J/ f tw/ MMic. PRiiTECiIOI�r F'ROCfICI .204' ••C r STA SIAM �. atlit t>L Rw ,wew tNww r8 M44E. FL s3374 OIIT "F" ,.F" K WASI C) WINGNUT ss �% "• � t. ,c�11 tt i9 r N1 4 eo �m+a. FARE (os4)aDM t 7�IiA ANGLE I4 RU€ILfN- I 15 dt I 3 LEY] NEI m - .ram.. ,� 1xSAAk FADE rs[a I a -_- a .xr sx ,M- � x x. _ -.:_ • •• as x a: t� `1 MONE, 111 ( x l M BEETS 6 THROUGH 10) CEIUNG AMU a SECTION 4 SCALE 3/8-1' POURED OR '2 x�+' WGO REQUIRED CASE A (PLAN) s X - BA.' DISTANCE CASE E (PL.) SCALE t/4`-1' IRATE CONCRETE DRS LWAT04 SCHEDULE ON S 9 THROUGH 10) C 1 ♦a].w 9� ab . v ]; t 4 s1" 1C%suum YTc � 1/4 Prtf' SS M.S. 1A/ "IT CIA- MAX 110 1 144-20 I ' BoM PANEL UENGMH H (SEE SCHEDULE DaSEPARATIONi FORSFAMOD I TC 6LA` (-SCHEDULE! I SCREDULC 1�. T$ F 31.s. aT 3 A& B W. 9d 8A SPACER F_ LOR I PANEL U347H LOAM am* -IF) SCHEDULE T D ON SEEM "J*lf 3) 1 I I OF V 1MAXI 1 E. n LF'3yGTy D OF V r6A6 datli E- --- 1 O I 1/4. OC. CONCRETE ANCHORS I (SEE SCHEDULE ON STEEL'S 9 T}RiO" 10) 512 1/a- LONG MAX, AR.ILAINUM _ SPACERS O 6 Ile O.G VAUD FOR m CONCRETE ALL DESIGN LOADS AND PANEL BLOCK EXISTINGPOURED LENGTHS PER MEET & IXt CONETE BLOCK REDolLR LL t' MAX LONG ALUMINUM SPACERS a 1Z 1/2. O.C. (SEE TARE /1 ON SHEETS 9 & 10.) per•.. y WALL IIQLNTING JDRM�'tr�31-.3NAPACiERS iU) Oft 61 MOON R SCALE 3/6-1- . ®� OR M BLOCK °o YARES I & ISK ED YRnii€ I �[� KARED 2. 1/2 kft PO I I 714's x 1 OONCR 3/f , 1 jr 2 *e 0000 FFAME 1 II -{ p OR� 72 acMIA IffiWrLEDh I � -. \ 1 I 1' r x 2' x .0w TO L'E'G' EaOAtXXi --..�.-.--- - S` 1 :BID" 310441154 SHM MEW, ALL MIT RATE 1 - 2. I ') 1 I I4 1/4"0 •x V. OW O tr O,C. 311E aH14 i$ NLOY */y Mff Owd, A14rn. A49LE 9ME 8 P fA E C(PLAN) SCALE 1/4'-1' SCALE 1/4`-,• 1 1 _,-.1.._- O 1009 *Ow1 ; I 4 & SWAN VARIES 1 '�" • `t OR s Lter. > a tOuc N % SASE i• SCALE 1/4"-1' 1 _37 7 IVn n A S 2' a 3• x .OW 3103 OD63-76 ALLOY CORK. MIME WTH 1/4.1 x 1 TAPC6N O 1Y O.C. 111111101ci�,q CASE_ D (PLAN) SCALE CASE G (RUIN) SCALE t/4'-1• VAUD FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE Leta VARIATIONS WITHIN 3/4- Y1/ AHPdWL£D FRONT & �R, :O OR END FANA4 ,gin 7 x' ♦r1 _..a.1r-,..L:Im1 r' �f-1 MAXIMUM( PANEL L.Et1T3TM L+" OR L-H (ff.) 0 MAXIMUM D- DESIGN PRESSURE RATNG CONCRETE & WOOD D6IALL MM t 2a,a - Jr-0' W-a- 30.0 xsa ra=fo- rNr-a' 4&0 3a,0 9'-I" 8=s- a d°-r 61-0` +ro.0 ol-r r-r �A d'-•+r r-4- 70.a rs' ra- 75G 11-5- 6=f0' :ba r-2" tY-Y d&V r-0" B' S" 900 J130 6^_" 8-e 100.0 C-S' S=ri' 795.9 JY�3` b=9' 1roa - a'-r 11346 5'-5' x,} .Nit, 1._,h,:_. t<1 tl •€ • �L- �,L "LH-" OR 'L-" (if.) 0 MOM" AS& DESIGN PRESSURE RATING O-J.) (+ ar -) CONCRETE & WOOD OWALIA700 L+ Ir- 2G0 14'-4" 131-0" 2 0 rx Ia- 11 -r 39A r1=8• w'-r 350 10=10` 9'-9' 4&0 50.0 W-r J:_21 -. ae40.-. 8-e r-5` a .. r--rr• r-Y 70.0 i-51 d-$1• mo 7-2- a•-8* wa 7--0• W-5- aLiO 7-o' 6'J" 9a.O 6=9' 8=r• 9&a 6'-r 51-10- fOGO 6'-r S-r rIS30 b 5 •-4" rr€La - s=r• waa - 4=ro' 1 TIE!$ ^• 4=6" ►tEowelmLENGTH �) WINItIIN 'SEPARATIOFF TO GLASS SCHEDULE WIND SPEED { 140 m.ph DELI SPEED s 140 m.p.h REST1,AdHEO RESTRAINED UNRESEf AEI) RESTRNfP1ET1 30 00 LESS 7` r" 9` 6 H/4" T33 Ti} 90 I` Y 7 7/2` 7 i/2' ?90 TO 145 7 1/2' 7 lIr 5145,0 f" t' - 7 1/2" MINIMUM PANEL LENGTH (in) FOR A GIVEN I=WnNG CONDITION ownsaml-m- RA IF gLj&jff.Vp 0r�0���0 ` 2'x4' PLATE 0tl\ILI�VI N S%PIRM1TFUN TG Guns. ' I (SEE SDtEDIA.E I 0M sHEfY 1 WOW ANCHORS (SEE'. SCHEDULE SHEEN 11) WOOD HE REQUIRED v MAX. PANEL LENGTH (ON SC EDUL or `L" MAX 0 12 1 fY O.C. STAGGERED W/ STUD (SE ET 1,Sp )ED SCHEDULE ON SHEWILD .LdOUNINfa SCALE3/0INI1' l N 07E FOR WMIJU&TM QE SECTIONS: TOP & BOTTOM MOUNTINGS CAN IE COMBINED IN ANY WAY TO SLIT ANY INSTALLATION. 3/4, 4/5. 5/5 6/5 21LY/6, 3W/7 & 4W/7 LLAP _...__.__ r MAX 2/4 114. 3/4, 4/5. 5/5 & 6/5 1 W/6, 2W/6. 3W/7 Or 4Wf 7 -4...,� (SHE SCFHBXlllf ON SHEETS 9. 10 &11) r REGULAR`. STORM PANEL. ELEVATION 1/4-L OGAP 2-d87` N.T.S. (1) Li. MAXIMUM ALLOWAI E PANEL LOOM MR A GIVEN POSITIVE', A,%M OEM LOAM U� MAX ALAWAKE PANEL LENGTH FOR A GIVEN HHIMATAE USA'. DE.51ON4 WAD. (2) PROCEDURE TO DOERMI E MAIWUY PANEL LOWDE GIVEN A POSITIVE AS,D. DESIGN LOAD, 1»FE MAD" PANEL• LIEN M "L+' FROM $01T ULE. GIVEN A NEGATIVE USA. DEN N LOAD, DETERMINE MMXINIUM PAEL, LENGIFH I—' FROM SCHEDU PINK. MAXWlw ALLOWABLE PANEL LEWIN E iSQUAL TO THE DETERIMED PANEL LRNOIH BETWEEN '1,4• me t-'- (3) 'SLIT.' 3A2EOULE BFL.OW NOR VOL PANE. LENGTH MR PORT M CtllLFItAWDN. ` INS AIUA KINS INTO WOOD ARE LIMITED 70 t 25 Psf MAIL USA- DESIGN PRFSBLRE RAAHO * FOR MAIL AS.R DESIGN I"= & MAX. PANE. MOTHS FOR 4tlttin a usm: "' FLORIDA BUNGING LX>OE (Non Nigh YeleHcity WMurr(carn Ztms NO.44ra - $ � GALVANIZED STORM PALS. 24 FAJ OWN De t _ ■■L�CyDQM&/� PROTECTION P� LTC. 1 ` WI/ aa'AAB NISI v '% • (�. • ' + .� <x,, CI } t 7=itr 7$117Did t C7atlPAN1' 4M SAL 41 SWW ru 4t to A I raww wtl ppc NI nir. rr^ 14 15 ."jsy / °' '6 dafi-s, 1A f�V APA•M7 75w VAX i`f`4}A�- m -022 P 9 Nt M .� ,� LMA4LlM 1Mk IYFi1 3 OF 1M 109" A 7IAlr A A Gael Y,v-ws• t -um SEE SCHEDULE ON SFE7:fi 3) a P t. A, N=[1iJ.I.N.I LI��■Ire - - .. t, SIN .II.L i.4 • .I. 141 I :. _Ill N07m, 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.D.f) AND PANEI LENGTHS AS PER S(}#DlAi$ ON SHEET 3 (DOCEPT FOR ALTERNATE 2W) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOtMfERN PINE No 2. W/ SPECIFY DENSITY OF OM OR EQUAL I* MUL SEPARVION TO (LASS INDICATED ON SHEET 3 MAY BE REDUCED 70 1 4` AS LONG AS THE FOLLOWING cmamnms JIBS COMPt" WITH: (1) MAXIMUM ASO OEM PRENU E RATITE is +am -es p.&T. (2) MANNUM STOW PtMLE1. 1E4091H IS a (3) STM PANEL *wxLffm ONLY INTO AN EXISTINGI WOOD FRAMMIE WALL (4) I SIALIAION VALID ONLY FOR WIND ?OHM 1. 2 6A 3 PER AMU E wN421krold oil:, • . .. .., �,..i: '� I ;. ;.:► -_.:.� ► :. �"�. 1LI i ::. ► I sLI b, i�I •� ILL i � = :L! FLORIDA UAX, A.SD. IEIPRESSURRA,nNGE (P•I•f) MAXIMUM ANCHORS SPACING FOR INN EA PER SCHEDULE BELOW APPLICABLE TO Nfol MAXIMUM PAIfEL LENGTH ( } MAX- A.S.D. DESIGN Pr�SURE (P•s3•) mumm 1A ANCHORS SPADING FOR MIN ED. PER SCHEDULE 9ELUW '70 APPLICABLE SECTIONS & MI XWWN PANEL (ft.) lAPOON DLO -SET 'MINS ID PutsPAH OE i #Ac-1NNLk1 CALK-W UPCON T FEhfUD RREJS !-N4I_BF t S3-I TO to t0 70 vRATING W1 00! tE TD A3 omm - TLt 70 W OF THEM +41% -45 D� 13' Ir la' 13" 1r Ir 13' 13, i3' 13' 13' 13, 1 (lop) 5,-8" OR I.l '� -0 41W -86 13, Ir i3' 13" i3` 13' 13' f3' 13" 13' _13' 11 t 27 1 (TOP) 5 , cc LESS 13- I3' 13` it 13' 13" 13, 13-_ Ir la, 13" 13, 1 (00NTOLH) 13' Ir la- 13• 13` 13, 13' 13` 13, I3` 13' 11 lj2 t (BOTTOM) 131 Ir 13' 13" 13` 13, 13` _ le ,3' 13' 13" 13° 2 (EDP) 13` 13, 15, 13" 13" 13` le 13" 73` 13- 13' it Y 2 (TOP) 1r 13- Ir 13" Ir 13` 13" tr 137 13" 13" Ir 2 MOTRIM) 13' 13` Ir 13". - 13" 13' 13" 13`. 13" it it III 1/2 2 (BOTTOM) 13" i3" 13• '1}'" 13` 13" 13' I3" 13' 13" Ir 13' 3 ) 13" 13' 13` T 1S i3" Ir I3' 13' Ir 13' i3' _ 11 1/ 3 (NIP) - ,« 12 lj2" 12 i/2". 8 1/4` a 1/4" 72 i/2 12 1/2 - - 0 1/4' 6 1/4' 3 (BOTTOM) - - 2 1 12 I 6 1/4" 0 l/4' 2 I/2 12 I - - 6 1/4' 6 yr 3 �Trmo 8" 6" 6" 8` er B" 8' 7 1/r 4 (TOP) r 5 t/r 8" 6` 8" 6 1/2` 8°' 7 Alr 6' 6" V, V* 4 (TOP) r - Or - d' - 4 (BUT") d" - 8' - S. _ - a, - 5" _- -- d, �- 4 (BOTTOM) it 13` 13• le 13' 13` 13, 1r 13" 13' 13' 1r 5 (TOP) 13- 13• 13• Ir Ir tr _ 13, 13" 13' 13` 1 1ST $ i 5 (TOP) 13' 13' t3• - i3• t3" t3' 13` tr 13` 13' 13- 13' S (BOTTOM] 13` Ir 13" - i3' 13' IV H3' 13" 13' 13' i3' 1 1/2 5 (BOTTOM) 13' 13' t3' 73' 13' 13' lr 13- 13" 13" 13, 13' 6 OW) 13` 13` 13` 13' 13' 13" Ir Ir 13, 13"- 13' 11 1/2 6 (TOP) - - 6 1/4' 6 1/4` 6 Ile 8 I/r »- - - - 6 1 4` 6 1/4" 6 (SM.") - - 6 4/4" 6 1/47 S 1/4' 8 I/4" - - - - s 1/4" 6 VIC S Ir 51 l3' 10 1/27 13' _r 13'I 7" 7 1/2 5 1/2 13- 4 1/2' 1 (TOP) >V-V TO 14'�4 13' r 13, 13` 1 13" 8 I/2" 13' 8 1/2" 9 Ire 6 1/2` 13' S 1J2• ,(LOP) TO A'"d` i3" _r 13' t3' 13' 8 1/2 13' 10 1/2 101/2 7 1/2 13' 9' 1 (BOTTtx$ 13' 7 9%2' 13^ 13' 13' 10' 13° 10' ti-. RT' 13` d 1/2" i (90YTON) Ir 5` 13' 10 1/2 13" 7' 13' 7' 7 1/2 5 1/2 13' 4 I/r 2 (TOP) 13' 8" 13, 137 13` 8 1/2- 13- 6 1/2• $ lIr 5_t/2" - - 13- 5 1)w (MP) _ 13' ri3' 13' 13" 9 t/2 13' a 1/2 70 1/2 7112 13' 6 1J2' 2 (BOTTOM) 13' 7 1JY 13" 13" 13' 10' 13' 10' 11' 8` 13` d t/r.. 2 (BOffOMA) le 7' 73" 13" 13• 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 1/2" {TOP) 13` 7 1,W 13" 13' 13" Iw i3' ,0' I it, 6" 13- B t/2' 3 (TOP) - - 2 i/2` I2 1/2 6 11C 6 1/4' 12 1/7. 6 1/4- - - 6 1/4, 6 1/4" 3 (BOTTOM) - - 12 1/2' 12 i 6 I/4" 6 1/4' 12 1/2" 12 1/2` - - 6 7/4' 6 1f4' Z (FACTIDM). -5 1/2- 6,3' - 4) e 713`r 4" 4 3 6 i/z 4 (EDP) 8' - 8' _ e' _ 8" - - 5 1/r •- 7 1/a^" _- 4 (BOTTOM) - 8' _• a` _ 6, - Ilw 5 i/2" - '- 7 1/2' - - 4 (80TTTLM) 13' Y 3 ta' 9 1/2' 9 7/2" 1011 7 t%2' 6' 8 7J2" t3' i3' 3 f0' 13` 10- 11" a' 13" 6 I/2' (TRIP) 13' -r /3" f3' 13' 9 1/2' 13, 9 I/2" iG lIrl7 1/2" i3' 6 ,/2' 3 {803T0tAl) 13" a I/Y 1r 137 73" 10' 13" ,O' 11" 8' 13' d 1/2 T(BOTTOM) 13' S" 13` 10 I 13, 71 13* 7' 1 1/2' 5 1/2" 13' 4 1/2'" (TT4+) 13" a' 13- 13- 13- 8 1/r 13' 6 1/2' 0 1/2:" S 1/2` 13- $ I/2' 6 (TOP) - -_ -.. d 11-C 8 1/4" 6 1/4` 6 IJ+' - - - y 8 1/+` 6 1 4" 6 (BENT." °) - - a a i 4" 6 1/4" I - ••• - -. 6 L 4' d i/4' 6 (80YM1+ SEE >HHE£T I FM TM k SPACING MR INSTMIAOHO M INTO tUOO PR1fE BUTAN9& r AM MINIMUM COM Nj1ITANCE ARE MoIcoATED 8H THIS SMEO LE FOR E-D, LESS THAN INDICATED ON scNEMAZ SEDUCE ANCHOR WAIDW BY wAl y m SPACING SHOWN CAN socm .E BY TEE FMLOW7sG FWL'TOR6. FOR ,HB OPUmm 10 BE POSME, REDUCES SPA040 oormM USING FACTOR SHALL NOBE LESS THAN ►INIILM SPACING INDICATED Nat FACiH ANC3lOR iW'E am m PMCWMTYPE i/4'I 1/re 1/CP 1/4'" t/4. 1/4S 1'NCdI IOl1d-:Ei' °ROBM"IEftNU ID RISaIX-II MINIMUM ANf = SPACING po 3 3 3 3 $ 1/2` 2 1/2 85TANG!t>:04 mSKAC 3 3 1JrR" 3 a a 4/2 ] 1/E' 4 ACTUAL. EDGE VKV= MD. FACi�t 1 1/2' ou I - - 21/2' OJ1 aJ70 - - OdO 3 ;i •- IUD TAD- - I= im ,nt SPAS ONLY VAUD WHEN SPACER Q9 LR USED. SEE T� 11 FOR MAN(. AST. DESIGN LOADS & MAX PANEL UlImNS WHEN SPACM 0 IS USED. NyH1 i 7EBLE.#1 A A D. RESIGN L:MD f Pi�#FL LENGTH 40 PSF OR LESS 6'•-e ? 40 PSF TO 50 PSF > 50 PSF TO 60 PSF 5"-t0' A MAX PANEL LENGTHS ARE CHLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/"SPACER AT 12 1/2" D.C. FLORIDA BUILDING CODE (on te Veloolly Hurrlocne Z0116 42IP6 ��pwa A c 24 GAGE RACY STF.LT, STO RW PANEL rAL E'4► IM6. oiLLllt B6 GLOI3AI PRODUCTS, LLD, 4AOI S'W' > T 1tCA R. FM PHONE(aen)eM6_76re, ►Ale fsss)aeawFT97 two CO 1L Ur 1[.R7*0 t �A COMPANY •�eur, � 15-022 OM7wD N- rrwa" ++W •tc Jr r Mft7FR M A 3Y!lN - 447P.E 67 RAP '�• �� t - - 3t[R 0 K M - - N N U) cu �--A > 10 U N E: O cu .� U U �L�.N cu cu O 0 O 0- ^^11 W O LL O _ cu p > U) W c- � Q cn �J cz > O fJ U � rHB� C/) y LL1 = Q z Z Q J d, SHEET NO. SH 114 (VALID ONLY FOR PANEL IQINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A-". p tP a MAIOMUM ANCHORS SPACING FOR MN ED. PER SCHEDULE BE LOW APPtJCP LV17OfRNA lPiigid! 00 MAX. A.S.O. PRESSURE NQ '(p,�s. 1W1IA1i � A(dC:I0R5 SPACING FUR MId E.T), PER M A APPLICABLE SECTIONS WLX6AIMA PANEL LOOM" } TAPGON EMT �� FEMALE ITTPLUS PA O E ZAMW-taw CALK-91 t OF TEEN _- TAPCON SCUD-SE[PANELMAX FEMALE - ® PLUS SE ZM(AC-NAIUR G7iL.K-IN & �, TO-_ ro T6 TD E TO TO TO 40 To la ..OF Tp" >NN t-w 4.75. -75 13" 11' !3' 13' 13` 13' 13' 13' 13' 12" Ir t0' 1 (TOP) 3.�5. OR LESS 75, -75 TO +1196-t19.6 13' ts' 13- t0 1 13" 8 1 2 13' 6 1 7 I�E 5 !/2' is" 4 1%2" 1 (TOP) 5,-w OR LESS 13' I/' 33" i3' 13' 13' 13' t3" I3' i' 13" lO" t BOTTOM) 13` 8 i/2• T3' t3' 13' H' T3' 9" TD• 7 1/2' t3' 6' T (AOTTTNI) 13" 11' T3" -. 13, 13, 13, 13" ''... 13' 13' 12' 13" to* 2 (POP) 33" - 5' 13` 10 1/'d 13" 6 i/2' T3" 6 1/2".7 T{Y 3 1/2". T3' 4 1/2' 2 ((0P) 13" 111 13" 13, 13, 13" 13" 13' 13' 72' 13' fO' 2 (60TTOM) 13' 7' 13' 13' Or 9 I/2" 13`.. 9 1/2' 10 1/2 7 1/2• 13• 8 1,W 2 (80110M) t3' 1T- 13' 13' 13' 13" t3" 13' 13- 12' 13' 10" 3 (w) 13' 7' 13• 13' .13' 9 1/2' Ir 9 1/2' o 1/2 7 1/2' 13' 8" 3 (THIN) - - 2 1/2' 12 I1Z 6 1/4" 1 6 Ile 2 1/2' 12 T/2 - - 6 I/4`. 6 1/4' 3 (BOTTOM) - - 12 1/2"12 1/2, 6 1/4" 6 T/4' 12 !/2 6 i/4' •- - 6 1/4" 6 1/4' 3 (BIYITOM) 8" 5' 8' 8' 8" I 6' 1(' 6 1/2" 7' S" B` 4 1/2' 4 (TOP) 7' 3" 8` '8 1/2" 7" 3 1/2' g" 4" 4 1/2" 3` 6 1/2` 2 1/2' 4 (TOP) tU" - B" - 0, - 6' B" 8' - B' - (BOTTOM) 11 - 6 1/2' .- a, • - 4'- - 5 i/3' - 7' - (BOTTOM) 13" 11" 13' 13' 13" 13" 13' 13" 13' t2" T3" 1O" (TOP). le 6 1/2' TY 13, Ir9` 13" H" --1D" 7 1/2" 93' 8' 5 (TOP) 13' 11" 13, 13" 13' 13' 13' T3" 13" 12" 13" t4" (00TTO11) 13' 7" 13' 13" t3" 9 1/2" 13' 9 1/2' 10 j1Z 7 1/2" T3" 6" 5 (BOTTOM) T3" 11" 13" it 13, IS 13' 13' 13' 12" it 10' 6 (TOP 13- 5" 13" 14 Ilf 13' 6 T/2" 13' 5 1/2' 7 1{Y 5 1/2" IS' 4 1/2' 6 (TOP) - - 6 1/4' 6 1/4' 4' a T/ 6 1/4'- - - - 6 1/4' 6 1/4' 6 (IK .-) - - 6 1/4' 6 1/4- 6 1%4" 6 1/4', 5 1/4- .6 1/+- - - 6 1/4' 6 1/4' 6 (E=D ►) 13' 7 1. 2' 13' 13' 1 13, to, 13, TO' It' 8' 13' 6 1/2' 1 (TOP) i5•-8' TO 8'-O' 13' 5" 13' 10 1' 13" 6 t/2° 13, 6 1/2' 7 4/2' 5 1/2' 13' 4 1/2' .1 (POP) >V--B" TD ram' 13' 7 1/2' 13' Ir 13' 14 ! 13' 10 7/2' 1 1/2 $' 73' 7" ! (601iOM) 13' 6 1/2" 13" 13' 13' 9' 13" 9' i0" 7 1/2- 13" 4r t (BOTTOM) 13" 7 1/2' t3' -ir 13" 10" 13' 10' ft' 8" 13" 6 t/2. 2 ('TOP) IS, 31 13" 10 1/2 t3' 8 t/2' 13" 8 1/2' 7 1/2" 5 1/2- 13- 4 1/Y 2 (POP) 13' 7 1/2" 13' 13, 13" 10 1/2 T3' 0 1/2 11' 1/2 6' IS' 7' 2 (BOTTOM) 13' 7' 13' Ir't3' 9 1/2" T3' 9 Ile 0 1/2' 7 1/1"' 13" 6 1/2" 2 (BO7TOW) 13'• 7 1/2' t3" it 13" !/2 13" 0 1/2 1T 1/2 8'_ 13' 7' 3 (TOP) 13" 7" 13' 13' t3' H !/2" 13" H t/2' 14 !/2` 7 1/2' 13" 6` 3 (TOP) - - 12 1 2 1/2' 8 1/4" 6 1/4' 12 1/2' 6 1/4' _ - 6 1/4' 6 1/4" 13 (80Tmm) - - 2 Ile 12 1/2 6 1/4' 8 1/4" 12 1 s 6 1/4' - - 6 1/4' 6 1/4' 3 (BOi> ) 7 1/2" 3 1/2" 8. 6" 7 1/2" 4" g" 4 1/2' S' 3 1/2", 7" 3' 4 (TOP) 7" _ 3" : Er 5 1/2" 7" 3 1/27 8' 4' 4 1{2' 3' -__. 6 1/2' 2 1/2' 4 (TOP) - 8` - 6" - E' - 8' - B' - B' - 4 (M) 8' - 8 1/2` _ w - 8' - 3 1/2' 7`_ - ( ),.. 13" 7 1/2" 137 i3" t3' 10 1/:-... Ir 10 1/ 1 T/2' e' 13' _ 7- 5 (TOP) -7-0 1/2' 13' 13' 13, 9' 13' 9' 10' 7 1/Y 13" Ir 5 (TOP) IS' 7 i/2' 13' 13" t3" 10 1/2 13" 10 llrli 1/2 6" 13' 7' 3 (BOTTOM) 13' 7' 13' T3" 13" 9 1/2" 13' 9 1/2' TO 1/2 7 1/2' 13" 6" 5 (130Ti0W) 13" 7 1/2" 13" i3` 14" 0 1/2 13" 10 i/2"tt t/2 B' 13' 7' 6 ('LOP) 13' 5" 13" Ir 6 1/2' 13- 6 1/2' 7 1{2':6 1/2" 13" 4 1/2' 6 (TOP) - 6 1/4' 6 t/4. 6 1/4' 8 1/4" - - - 6 Ileill 1/4" 6 (t .-Z' 1 6 1 4" 6 1/4" 6 1/4' 6 1/4' E 1/4' S 1/4' 5 (BOTP.-) SEE SNlET 11 FOR ANOTIORB TYK a SPACING FOR N5WAAM4 TWO WCOO MW Bk,14.1k"n • WHIM AN ANt21GM UVAITM AND WOKU CGE MIMM ARE MICATE0 ON T1M6 'SP WILE M W. LASS m w Ibc= ON REW11E no" SPAOII6 BY MULTIPLY" SPAA'34 sHOLMw ON SCHIM E BY TIE FOLIZIM RS TM, FOR THS WOM13DN To BE POSMLL RE MCm WACHS 0117 i US140 FW M SAL NOT 89 LESS IT" MN"M SPM04 MWED FOR EACH ATOM TYPE ON no 9171mu€ ANCy1DR TM1/4's. L/x"• 1/4•s Ilew 1/41m 1/4>0 urc11M SOSD-Mx em CLLX-M . 1I10ABA1 MOM SPACING On.) 3 3 3 3 2 E/Y 2 1/2 •R611FIIMMIG6 MOM 1 N 10maw Q-) 3 3 1/2• 3' 3 a I/a' 3 a= 3 3 t/2• 3 yr 3 1/7 3 1/Y 4 ACTUAL EM 061INCE OLN FACM i t/2' 0.D - •• •- 21/a' Fat a3n _ _ oa6 OA3 1.00 I= •• iC0 tAXI ** SPACINGS ONLY WID W)!EN SPACER IS USED SEE TABLE #1 FOR WO(. A.S. DENIM LOADS & MAX. PAiEL LENGTHS WHEN SPACER (6 IS USED. 1/4'f TAP% MOM 0 L 3/4' IV 6mt. PANEL LFNCIH (SEE EiMIATI N ON SHEET 12) C3J:�[:Ta IL' MAX, LENGTH (SEE ELEVATOR CR SHEET 12) 2'x4' PLATE SEE 9Tg78 15 t 16 PER ANCHORS NID.R T'tP[ 1/4'F Vf= TYPE A SPACMNG RR IRSEALUMONS INTO WDOO FAE IQ:911N1 ADICHI7R SPMCIwm AND WRwMRM NHM•AL I+Ii1aM mw`MW D1•) 3 s � caleue1, Oft.) pa.) Giieoei► iM�k 3 EDOE DETAWX AA! MDwG1TED L111 THIS SCIQMXE. FOR ED. LETS 774Y1'MDM,A1m ON SCHEDULE TIED= ANCHOR 9•itm 3 BY WAMP1.Y04 VACM19 SiKTRw O19 Sc £I to of THE FOLL nNC FACK)F . JCMTL mE Oumm m pp8lDT i 1/r FOR THIS OPE VIOLA TO W POUF. RED= SPACMLG 0110MED YWO2 FACTOR SHALL NOT BE USS 71itN iJY Ob4 O.No MNAMIIL 1PAMN MCATED FOR EACH ANCHOR nVE ON IRS SOiLI M.£ 3 Vr - WALL IItKJNTJlIGS S'GLE 3/8�1" 1. 1UVSTALLATION ARE ONLY VAUD FOR MAX. A.S.G. DESIGN PRESgft RATINGS (p.s.f) AND PANEL LENGTHS AS PER S.EVATKRN ON SHEET 12. 2. FOR NEW WOOD FRAME OONSTRUCTION: WOOD MEMSM TO aE SOUTHERN PINE No 2, W/ SPECIFIC DENT( OF OM OR EQUAL I• MA. P'ARA" R OIASS. .., 7A b A A.S.D. DCWGN Lm I MAXIMUM PANEL WON 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2" > 56 POSE TO 60 PSF 5'-tO" A MAX PANEL LIDWT HS ARE ONLY VALID FOR iNSTALLATIONS W/ SOLID 'SET ANCHORS & W/ SPACER AT 12 1/2" O.C. rani 7 PANE1. LENGTH (ON SHm 14 t• wt_ i►� ! /�f f } KulN. , I I H MAX. PAIC4 LOOM (SEE SIZIK ON ON S iEff 12) � • 0a1n3 1A.l m w- I�L 1 , i'. C# M16a. > namA2 • . e01 cur r rw. .s"' M. _ oo 24 C" GALVANIZED S(E'M. STORM PANEL F.Ma tMaMH VA PROTWMN1 PRL ucm �.� C STMET DW- =14 MINO ( 76NL Fxa (164) 787 °3' s I5-O22 CUM tk� ". r.r.. }u eFav s man 13 6F t6 WATT A JA'7M!!J .1;. PC rx4' PLATE REOW \Ss iS ±t FLORIDA BUILDING CODE dolt fth VolocIfY Hu no Zane 5,74157 cans rraar MiC rAL 24 GAGE GALVATOZEO STEEL STORM PANEL 3VAM Bit �a ci LMEe. PRIMMM PRt�IlUCM. U.C. L 4ibO SAL 31 51MLY't @r# a,..• y�" All raA as w a a iwro.uma 'mRF GWYM. FL, 3=4 19-OZ2 eWr '+1n �1a• A4ws a Pemo , or-,mr P"DW, (R1})OW-7&iA FiM (". w)OM-$07 - MOW ikz MML78w A 7xm d;, ec eu ""�. ' - - SHUT 14 OF 10 am 991 4 Ql4Xi' OF 3 4.• - { 43.'.: t• ♦ Fs . ., 7 7 1' 1Rn. WPARASWN TD GLA45. Y !. MR FWfL x vow >-43 1 PANEL La (SEE El", ON SHEEI MAX. A.S.D. DESIGN P SURALTEMATIM E (P-f-) MAXIMUM ANCHORS SPACING . E.O. AS SHOW ON SHEETS 6 k 7 -.-PANgMATE X".CATILE TO /HY OF IT" 1iA7A'w PAlfE1 Li�Gtfi 7APCON LAG SCREW PAWFR-WAATE FEMALE 0PLC "DoBUSHINGR -. 13' 137 13, Irt3' I (TOP) 13' 13' 13• 13" 8" IW (BDTTOIQ 8 t/2" 6 1/2' 6 1/2' 6 1/2' E 112" 2W (WP) -- - _ - 6 1/#_" 12 1/2• 6 1/4' , 2W (M.") V-01 09 7 1j2. -_ - a• 6. 8. - (BOn* _ 13. 13" 13' 13" t3' 4W {ipP) -45 *-75 t3" Ir 13' - T3" 13' 4W WffO* Tar - I3' 13' -- 13'.. lO' 111 (10P) 13" 13" 13" 13' 6 1/4" 1W (sono1) _6 1/2' _ 6 1/2" 6 1/2" 6 1/27 j ) >510 - -- - 6 1/4, 12 1/2' 6 1/4" (BO7C.) 4 1/2'- 6" 7 1/2" 7 1/2' __ {i0P} 7•„5} 5 __. 5 1/2 ,,� 6 8 . _ 3B (gDl"7Orij 13' 12` t3' 13' 13' f3' _ T3' To- 41N (B(3TTOM) MAIM= NOT' 31 F F ',' is ' [ 4: • ! 3', • '�. =3 •• T,•it Al A.S.1% DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSr DR LESS 6'--5' 7. 40 PSF TO 50 PSF W-2' S 50 PSF TO 60 PSIF r A MAX, PANEL LTA ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE WME ID OR PANEL MATE PLUS ANCHORS & W/O SPACER AT 12 1/2" D.O. SEE SFIEUS 13 t 13 FOR ANOR MS TYPE t SPACING flNi RaF LLLAti M KID IWD00 FRNIIE B1tLOMw. M"Rw eNCIM me EDGE AIM ON TO SCHEDULE FOR E.D. LM TH0 M101GV7L t1 aN Sd017lA.E I com SP7um DY ikE 7I4YRiG �ALM1G �i0x4! t3S SCHEDGiE BY THE AXL0 4 FACTORS. MR 1146 OPMT04 TO BE XMLM SPI(MO COOMDs USM FAOTLXI a1fALL NOT TOE LE85 TWMN ~w SPACING *mm Im T mcom TYPE DR THIS SMILE AUCHM TYPE vom" PLW wmx mam S1dma om) -_: 3- a_-.. f wuI- I ftw.% na* (4.) 3 AL MI B(OE OISTAIVOE fum" 2 VZ _- - -. 3 1 - ANCHOR (SERIN➢) 1AIa, . IiiR)�lTiNt SCALE 3/8..1' (VALID ONLY FOR PAUsTEI-Q)INSTAL).ATI)NS AS PER ALTERNATMM 1W TMRU 4W, ON SHEETS 6 & T) MAX A.S.D. DESIGN PRESSURE- RATING may.) UP01 1 ANCHORS SPACING FOR ED ® AS SHOW ON ITS 8 & 7 APPUCASLE 76 t Af1'r KJORTIAlm OF 7740A ILANIMLiq PANEL LENGTH "LB 00 TAPCON LAG SCREW PAN6R.MATE FEMALE To PNNER.MAii i PLUS WOOD 6USHNG 13' Ir 13' 13' 13• ►1 (TOP) 13, !3• 13' 13' 13` 1W (E ) 6 9/2' _ 6 1/2' 6 T/2' 6 1/2" 0 -� 8` - I" 6 1/4' tr 12 1/2' - 8" 6 1/4' - (9161T}) VOP4 5OR LESS 11' 6' 6` 8• - (BORON) 13' 13' 13' 13" 13° (top) * 45 LESS 13' 13. 13' 13" 13" (BOTTOM) 13• 13" 13' 13' 8 1/2' IT ) - 13" 13' 13' 13` 6` 1Wt (90Tiao 6 1/2" 6 1/2" - 6 1/2" - 6 1/2".. ---12 6 1/2" -- (Top)... >V- 70 6 1/4• 1/2' 6 1/4" - (amm) 4 1/2" 4" 6 1/2" 6 1/2' - (TOP) 14-aF 4 1/2" 4 1/2" 7' 7" _ - 30 (Bon% 10 1/2" 9 1/2" 12, IV 4" -. (POP) 61/2' (BOR01i) m wx PANEL LENGTH CODE (Non Wall VetooiiY Hardcono Hurricane LOST PNO- )TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PFtOY10E0 W/ REAR TLANOLE TO FACILITATE D(STAL LAIMN IF INTENDED TO BE INSThLTFO FR( T INSIDE OF STRICTUW_ INCITES 0). : E-Z HANG STORM PANEL SYSTEM 9SISTUNG PMR t CaML TRACKS TOP & BOTTOM. (2). ENO PANELS SHALL AL1Y 13E CONNECTED M BOTTOM TRACK OTHERWISE A STOP BAR(,Oj SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED M BOTTOM TRAf.3(, CONNECTION SHALL CONSIST OF I/4 i1-2O113/4" M 5. W/ 7/8"fx3/32` WING NUT OR /4"ftc3/4' 1AiM. THumescREW 9LT0 TAPPED BOTTOM TRACK. L€�AT10N OF FASTENERS MAY BE AT @1HER OF TWO EXTERICR FLAT FLEES DF E1 PANEL. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I,s. A STOP BAR IS ONLY USM AT AT LEAST TWO PANELS SHALL BECONINECT TO BOTTOM K USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION 4F PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t SPEED UTIO NS ONLY VAUD FOR WIND ANCHORS (SEE SECTIONS It u1Ei01141YES ON SHEETS 13. 14. 15 &16) 3" MAX. 3' ►9x +-1A/s3e R ays , a-3�/s4, R-s0/s3 R� /s�, R-Res/s+, 1. WK 1" R-LAW/15, R-2AW/15, R-3AW/16, R-sBW/15, R-�YiI/s5, R-38W/s8. GM 0 ci a A OXII SS. E FOR PANEL S.S. BOLTS AT FA. &A LOCATKNI 19 the SAFETY kel 1 PANEL BOTTOM DORMERS ) Q WINO tan' E ._,__1 m NUT AT 3' MCI:' 1A/1 R-2A/13, R-SA/14, R-10/)ANEL RN'.tTi PA /. 3. R-3B/14, tR-IAW/15; R-2AW/15, R-5AW/15. R-19W/13. R-20W/13. R-30W/15. AtK21ORS (SEE S.M704 & ALITITH AS ON SHEETS 13. 14. 15 *16). ---- UEE SAFE1`y STC BM PANEL (j) ELF ($) J'�[ 2687' SCALE 1/4'-1' REGUIMI PANEL O_ �-..1 Y6:0LE W U14 _ " �. a � . PANELS e+`s Pm WALL I=wnNGS SCALE 3/8." 1' 1>tCFEQ�k 1. INSTALLATION ARE ONLY VAaJO FOR A.S.D. DESIGN PRESSURE RATINGS (pad) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME 0ONSTRUCT10N: WOOD MEMBERS TO BE SOUTHERN POE No Z, W/ SPEOIRC DENSITY OF 0.55 OR EQUAL WALL MQ,JNnHj SEA E:Z1 SCA6LE 3/5=1 " ` 1k MIN. PANEL LUNCH}! L INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN 2'-6" PRESSURE RATING +/- 40.0 ps.f. AND 6'-0' MAX PANEL LENM. 2. FOR NEW WOOD Fit" CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. iL} W--6' 0 +40.0, -40,0 PAJ. (Aw/ OVERLAP Mo, PMIEL Umm BOLT] 0 +50:0. '4O_ p.ii.w. (W/O CNEHwAP ib PA11Fi'.. LE3dGTlN BOLT) OW Y-e MM. PANEL, LP7w6B1 AT ALL 1L(AI1IINOS 3' Ft INSTALLATIONS ONLY VAUD MR WAND SPEEDUP TO 140 m.p.h. 1/4' M11L GAP RE TAR ST011M F'AN1EL FLORIDA BUILDING C00'E (Won Hlah Velocity Hurwloam Zone oeors TL78M AYC 24 GAM MVARM STEEL STORM PANELMAN Fed Iff. dam F E V EVEN:. 'V PROTECTMON F U.C. 4&W. MSSUMSUMer°�> DW FL. 39314 MOW-.054)6eo-7M' m(g4)ma-esi w 1111 1®•en o.ese4On4W p A11-fO. is"; OW s.r-NDDr 15-822 FB-OG447kA w#xm xa Fn Mr wMwir r} r emus, Eel OHM 12 Rr 16 UP A TXLAP trig A4 t TAPCON im" O 9' O.C. 1Ja'f/4' TAX _ _.... RR BMOC H Diet ?An PAM (E1 ON ST `S:Y 11IX M9. eapM r ao. TAPCON 2 z4' R 0 r O.C. PLATE REOL M 1 .1EJtNAiTA R- [ Are 71 mA►_m O 1tEGULA R PANEL�s a�r LIFE SAFETY PANEL tit'N i^ WALL M0tJbMflGS SCALE 3/4-1, A Lir ''• .' FL.ORIDA BUR OIHG CODE (Nan High Veloe HwLrttalno Zone} z * 4�41 T E emwa 111BLt Awc 24 CAGE GALVANIZO STM STORM PANE(.okow am PMTECT M! PROtJi=, LLI . SAL *3, .- iceO MIEC. ari 3o L irenet t 15 i2 14930 =144 PHONE ( 416ae-Imo, M,(FF+t 7 .,rie wewae}ivie a Net ex.- rc. .sr.}w s f11RT 15 tt 16 - WALL,_ MOUb T NG AMRKINuff u W SCALE 3/8=1' 0 N O c/) t6 O N Q O cu-0a- .� U c/) N cu V cu 0 "L 0 Q Q. O LL cu O C6 O > cn � � 0�`/c^ Q .� VJ Q cn -� CD ca-) CD ) nO ._ m w Q Z Z Q J d SHEET NO. SH 1.5 nINSIST ALL AMER+AN SHUTTERS AND GLASS 229a & 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ) WIDTH UNLIMITED (PE1RP. TO PANEL SPAN) TCMANT(CONN ,YP TYPE AS REQD) sECTI N/5 _ STITCH BOLTS WITH WA - T&YYIPHWASHERED OVERLAPS Q MIDSPAN (USE 5 (a- APPROPRIATE SPAN TABLES ZI �gPLANI s CC Ise P BOTTOM MOUNT (07MNN TYPE AS ',`•� .i . REQ`n) F& 391' / 4.375" MAY BE AT �,.' , & BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S.ELEVATION TOP MOUNTTYPE (ASNRET Lmax (SPAN ABOVE •�-� UCTION) RtSTYY)M yy..¢ : -OBSTRUCTION w (LOCATION KAYVARY) w � TOP MOUNT ITTBOT TYPE TOM MOUNT (C D:M Lmax (SPAN TYPE ASREQ'D) O&STRLK IOM) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W =20 STITCH BOLTS WITHHWAStERED PROVIDED THAT CONNECTIONS AND AUNCIORS ARE USED WHICH SATISFY WING•IUTS FASTENED D SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS Q NVOSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS FITS, ELEVATION ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: SPAN SCHEDULE: 24 GAUGE PANELS 22 GAUGE PANELS SPAN 5CHEDULE NUTE5: A. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXNM ALLOWABLE STORM PATE, SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2, 'PANEL FASTENERS' ARE STUDS USED IN C 40UNCTION WITH ALL. WONTING EXTRUSIONS ("F'-TRACK, STUDDED ANGLE, ETC.), USE 6.25' O.C. PANEL (FASTENER SPACING TABLE VALUES FOR ALL M".- AND 'U'-HFJIDERS IL0OUT" CONDITIONS), 3, LINEAR INTERPOLATION BETWEEN .... IS ACCEPT' ABLE, C1T?(ERWiS9 USE NEKr HIGHER LOAD. ANCHOR SPACING SCHEDULE: 22 GAUGE PALLS; PANEL FASTENERS 0 &25' O.C. ae _ asp ffnrvuwurvwn�� 1r n r - • c �� '- * , rMm TIC. I STMPT-72 910 f � f / f / f J f r v { / - ! / J r 1 P*�MI f 0� r .fir/ r✓ �� s r rA /" / %i'..! r / � { r r / r� l / If r / fr . _ I / S l - l MEN I , I�mmmmf" �Ii�F3Ir���IE�i��E�EII�E`��➢ =�:I I�RmmEL3��`A'a E3�ti'II�® It it. �mCT77T III Ir� f f / f GLASS SEPARATION SCHEDULE: 24 GAME -.- MAXIMUM ALLOWABLE I DESIGN PRESSURES: AS NC7€E I IN DESIGN SCHEDULES DESIGN NOTES: POSITIVE AND AEGATIVETJ99M PRESSURESCALCWpED FOR USE WITH THIS STSTEM MALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORD WITH THE GOVERNING CODE, PRESSURE �fL1f1E?$NTSAS DETERMAIIM IN ACCOESSU AS£f T-30 AND CHAPTER 1.609 OF THE R000 N BLJILam" CDOE FIFTH EDITION (2024} 5W1LL BE LEE? TM1W OR E�THE V H.L4�'IED I'ER�EDI FDR ATNY AS tt10WN. GENERAL NOTES: MINIMUM STORM PANEL SEPARATION FROM GLASS CND zo E 4 at POSITIVE DESIGN PRESSURE (P� MAXI MUM PANEL SPAN INSTALLATIONS - THE #' LDS A11OV€aPfiDE INSTALLATIONS (,YFEA�'TTHAW 30' ABOVE GRADE 7,63" 2.29" 12`-(r i 7JW' 3.68 " +40 1:22 " 8`-W 7.65 " 1,90 " 17-S" 7.85 " 3.03 " +50 W-0" 8`-0" 7,05'.• - 7.w"' 1.28' 2.12" 9.0 7,65" 2:63I, +86 614i 7.85 " _ 1.33 61.v1 7.85" 2,35" +70 ew, 7.85'N 1.10 113 " +8n 61-V 743.1. 1,450 7M." _ 1.99" 1.-" 1.50 " L89 " 6'-0' 61-7" 7.85-" 1.81" STRESS HAS BEEN USED IN THE A TIME PROJECT N IS USED SHALL Be RESPONSIBLE TO THIS DESi611 A"HR1H o "" SHAH BE3IEF1111RED IN BASED ON MAXIMUM TESTED SHALL. BE 6463-T6 AUMINUM ALLOY, WJN MAYBE INTERCHANGED AS HEAD AL 0D,E WN AS OR ALL COST 6. DAMAGES NG PROM MATERIAL N ODESPRACTICESF T' BEYOND THAT - CODES & AOP6 ADDITIONAL MINIMUM STORM PANESEPARATIONLFROM GLASS ZONE 4 & ESSENTIAL FApiLITIES ) POSITIVE DESIGN PRESSURE M SPAN INSTALLATIONS LESS 7HAN3a ABOVE GRADE tNSTALIATJCXNS GREATER THAN ` ABOVE' GRADE - -- +30 sm " 1.131 W-V 5,85 "1 1.44 " W-W 5.85 " 1.84 " 17-w _ 5.85 " 3.18' +44 &-a" 585. WAS' SIBS" A. - 10'-0" 5,&S " 2.12' 17-r S.85 ".., 3.90' +50 '-TI" _ 5.05 " 1.22' L74 ' 10'-0" 2.4D ".-- i2'-1'" 5.85 "° 3,99 " 4B1€ V_v -. 5.85" 1.09 " 1�0" 5.85 " 2,68 " 3.54 " +7D _.v_v 5.85" 1.31" . W-6" 5.85. Z03 " 207 3" 5.85 "- 3.17 " +80 Crn 5.85" 1.35" II' " 5.851, 9'-7" 5,05 " 2.89 " -- - +90" e 5.85 " 1.39 " _ 5.85 " 2.33 " R 9"ter 5.85 " 2.65 " +doD SA5" GLASS SEPARATION NOTES: A. ENTER.SPAN'SCHEDULE WITH POSITIVE DESIGN LOADTO DETERMINE MINTMUM ALLOWABLE SL"PAL4'TION FROM THE OPENING TO BE PAOTECM 2. scHEDULEIS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT' HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3,THE GLASS SEPARATION SCHEDULE Is NOT REQUITED AND NO MIN" SEPARATION FROM THE PROTECTED OTC-.. 3 J4A" KM O .35iANGE d f4AX fl�i ANC MR Py&gmLw TYPE (Pan SPAN UP, To W-W SPAN UPTO V-W SPAN UPTO Ir-T cow row cl C2 C3 04 t_`-ONii TYPE Ci C2 C3 C4 SoIN rm Cl C2 C3 C4 wexr EMem 33 LAG SCREW 41 4a S2 70 12S' 1&O' 16.0" IBA' 12.5" ASA" 1&0" 7S' 115" Lam" 110" 8.r 115" no 12s WV1 1&a" 1&O' 6=0' xw 1&0' &r 7.r &4' U7 izr I2,S" IW wr 1&Cr 14.1' i2.w 11.1" 0.1• S3" 4A' 1237 12.r 32 ,r 16.13" 1&a ACV' 9,S' a.r 74- 4.2" 3.6" 13" I25" IBA" 1LS" &1" 115" x0.nr, or 3,61' :2. r 15:6'• 5, 4"l4 x i- 1AY 33 WOOD *..CW 4'1 48 $'Z 70 11S" 11S 1&0" 1 &0' 10.0" 13,2" Ya1" 8.1" i2d" 12 .5' YB:a' ICO" dLi" 9.r 7.a` i2:5" 5.W 12.5" 16A" 1&0" 7. ^ 8 6.7 3:9" 1 1 16 CA` 1 1 7A" 22- S'1 - & M 78 4,a W1 1..5" AC 8" 5,4" 3.3" Y2 S" 34V :I&0' 16.Q" 11� 4R 7.8" & d" #.8" 12 12S' Y&0" 14.8' 7.2 S.4 4 4" 1z:f• .. r,3 6125" '13.6"' 14,1" 4.9" 3:7" 38" `x1.-1)4'ENOEi7 1/4 33 TAP (SIP "T>`FA9" di y - 48 TERESTEERES52 70 12,5" 1& 0" LS.B" 12.5" I&O" :12.5" 160" 7.4" 1$.61 1&0" 116" 12.r" T&a• 8.7" 11$" 18.01.. 519" 12.S" 166 10.7" 12S' 15 7A" 12_V 1 .0" 1" x 2.5" 1&0' 4 .9" 2Z5" x 6-H7 6. 9" Y2.9' : 1 2.9" 4. 7" 12.r 16F 7.4" 13.5' 14,W &I- a" 4.6" 33" T 16 x Lim / 3/b' 3r BRASS WOE HUSHING 41 48 y 52 T TO S .0" &1 " 7. " 3 12.5" . IS- S,1" 6,25' 10 8" 9" 12.5" I&0" &6" 5.9" Y25" I2,5` 4.5"- 4.f' 6.25" 8.6" 31" 12.5" 1 . " 54 S.B" 5.Q" &2S` 1a.7E 3:9" 22.5' 14.2" 5.2' 4.7" &25" 9.9` 3.a" '3:2" 6.?.r 5.2T i0:6" 3:8" 33" &25• 7.3" _&T 5,0" NOTES: ANCHOR R N : C O S Y I, ANCHOR SCHEDUHE APPI>� lO A11 PRODUCTS CERTIFTEII HEREIN,. NIi CM11_ PRO'sADES MVL)QMDNAi1OWABLEANSPACINQ; MHAXIMIIMALLOWABL.ESPANS AT INWGTEQ IN SPAN SCHEDULE SHALLAPPLY. I ENTER. MC40R SCHEDULE BASED fN1PANEL FASTENER SPACING, THEOUSTING: STRUCTURE MA tr&ANCHCRTYFSELECDSGN LOAD GREAERTHANOR TONEGATIVEDESIGN LOAD ON SHUTTER AND SELECT SHVN GREATER THAN OR TO SPAAl.SL3.ECT EQUAL CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION ISEE MOUNTING DETAILS ON MEET 2. FOR IDENTIFICATION OF CONNECTION TYPE). 3, "PANEL FASTEA19PSARE STUDS USED IN CONJUNCTION WITH ALLMOCTNTING EXTRUSIONS ALL "FT'- AND (INCLUDING bun DD(1T CON MONS)� TABLE VALUES FOR 4. ANCHORS SHALL_ RE INSTALLED IN ACCORDANCE WITH MA ACTURERS'.RECOMPIOMMONS. & HCRIAW JE= HCFSESTRLcn Ate SHALL'coWo m TO ASTM C?30 6. :MINIMUM EMSEDMENTSHALL BE AS NOTED INANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, BRICK, AND OTHER WALL FINISHES, WAIL FINIS_HEfi_ __SHALL DE LIMITED TO ](0" MAX OR SHALL BE VERIFIED BY OTTERS TO ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE. B. 8E EMBEDDED TO - C� ONLY. [DJ� ANCINC NOTED THEREIN SHALL 9. WHERE TONING S_ TRUCTURE IS WOOD FRAMING' EXISTING COiIDf_TICXNS MAY VARY. FIELD VERIFYTHAT F ARE INTO ADEQUATE WOOD NOT PLYWOOD. FASTENING FASTENERS ADEQ MAKING MEMO. TO PLYWOODIS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, -WHERE ANCHORS FASTEN TO NARROW FACE Or SNIP FRAM0654 HOER SHALL BE LOCAIV IN C3T1BR OF 7" X 4' (FOAL.) W010D STIK] (Iy" EDGE DISTANCE IS 'CEP•1'A FCNR YNCXXJ FRAM110 .WOOD .'SILO Sl'#ALL Be'90UTIHERN PINE" G+O.55 OR GREA7TSi( LAG SCREW SHALL NAVE PHILLIP s' PAN HEAD OR HEX HEAD,. 11 REMOVABLE ANCHORS ARE, ELOD PANE3L4ATI, ALL-M MM SOLM�SEr & 12. MACHINE SCREWS SHALL HAVE 1/2" MINTMUM E NGAGE+ENT OFTHREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN WAD, TRUSS HEAR, OR WAM H (SIDEWALK BOLT) U"N.O, 13, 4IMTMUM EMBED AM E DISTANCE EXCLUDES OR OTNHEKWALL FINISHES. 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE is. * DIRECT MOLNiTiNG CONDM N & 16. LINEAR INTERPOLATION IS NOT FADRMInTD FOR USE WITH THE ANCHOR SCHEDJES LISTED ON THIS SHEET. 15-2394 - . r7j 2.250, O.II9 " O.CL6CL" 2,250" 1A4-Sa5T11Tfx u` b.750" # R 1 a.D, 1, 10 GA $ - axes" S :; A94'§ C19H" 120" " td TYAft a Gr 2 1 i�4 052" ,062' „_�, �b.1 Znba' 1 1.93n° 1.930' 03<1' 2 jn- .375' .06r'� - 7_00W �-- -� 2, �- TIP, 1.3 41 2� '}{• }nw 3 ,r.• 43 BUPA -OUT `tt" F 4 PAN CLOSE S snW q I LU2 w �Lupl 4.713* �1.56n' :�--i- 513. AMOUT A .3] - CIA O) 0 190' y^� 0.886 0,-,1 305 1.SN1P •J --_ ----xz %ED" PANELcovERAGE S T 6i5' fwftTLi � b .x50" L FO Vim' 1a.875" PANEL LETN3TF1 - 'E_ .i 'f �4.4904: 2.00(n. MAVE6 a's; z15 o.U85" 4a' R4.135° 305" LD�T "P , TRACT( iRAt',K 8 _ 0,09L# 4.710 0,957" iYA WASM¢RED rNa(6rLIT I K " 0,19n"'"I 'F a1 ter avTnlAPwA(L D BE WDNiMyTcR" � � � e DISTANCE STNC EVON-YQ n- 1f 1 i` 25' MAIL.q c - -' �'�--.25" MAX. ttJJeu O.Isr .,..�.:7. EfGS14N4CCA F1 MAX, "OUDW 'Row-flR t2i jj RCUDWamDa� itO_.OUT g uwu�..rrskTAD. _ DIsTAt �, CLou" pram an DETAILS"A4AA&7i41- flt18NI10 CONhEi1�+ (#sETAB.€# IOW Bwo1cOA RCA MD OVEIAP WOOD PAMINO 3,6`2a"`{ MAX, D.C. ft'P. :- FA4€EE€18"c',t;. �iix'sfcal - - LtTNAN L4LBt-TD TJ. uc s4Lv-srEe, - 1' esraa Lr DSc. tac6t eer MATEDRY'x1x 4' MAX• 1 MIN. �. LOADS OaH1T(NttID'101P0 PST' .szP 1ac1-nAilitl (DAAn+4eSaL�fAE AeAANt MEAN 8 03ANJOtC1aSUR2 DETAIL D ARLEf N M s Q TIUF NDIAPT LL09w'E L!� RX& MINIMUM ALLOWABLE SPAN SCHEDULE WE PANELS) Pk41BMEA,D.C: 60tlt tl08W17N LON'a5 A1�T � DgMM ivnf Mtr&C, Rx9 Arnngo CxEAT1AUPT0197 PSF (SEE #MGSigrt',.:$$,ANY ACCEPTABLE AR209 £ eAUAI4wiTMA NT asLSaPE DETAIL MAX INS- 1. srners steTeRi pot. WkWEL taWALx. Low"AR"posehomyl LMmA oe MD�,TtT1 r C1N01TTONSATTOO OIt1�. PAN IOWTRS t1'SSTMNH TNOBE IWTSI ai TARE ARP/E Ax1!NaT AOCE4TARE 1. NasEPaRA7LONFRON GLASS ISNMuaUS)mDw»wuD:luMterMsvn6nTaeT(Da(-sWw0�rM R3�Th+ERIT1NC _ AiKAi, 1 SIDE-0.02VOSUR78 ArttA11 BL011CA1T H1a(IMSMN TABLE ABOVE WHORE SIDE C3.OStA1Ei ACE ROY HNMINTCCNRl SFFMA'TOHf FR011 S1Wx DETA6. Y` UNltiYATH D10iM6. AiRI1RRED 9i,1 Pqt. 4, TABLEAPPLIEBT4807It2(WITNORVAtNWYST1'LWAOLTafAlxltSQat aTHOAfB�eeNiEt. FABTEREA5.4 A2.6"6.2S C+.L. S. PANSNAY St"A"� MIDIOAINU'.3>aG C41E(1T DP THE DPROM/p.TOP 0A1g1TYOM LYOSUR1Sf� OMING DETAA n USOiG ANY 11 P:I"TAR0 OHRITCiAN MOWN IN TWSE 6M0 VRNO& r L OPTIONAL INTERIOR FASTENING DETAIL ANCHOR SPACING SCHEDULE: 23 GAUGE PANELS; PANEL FASTENERS 012,5" O.C, M ' 4i.t1iRi���Rri`eil.,�4Y'�L•8;ii�"rTM��-_ t�I�' - "MA - E��EI • ' II���Im�l[ a r MAEMEMAMUM M , _ EMEME E�I�II�II�I�I�� mm®Q�I I.� I Irr r / r 1 6 / f l / }Il r ! f l I , I ,.. F .%11 r. f �r�r . f/ if /% �% /i J r,r f .r.✓ / / I ff,• /A r- r / MUMM / rr r ! f i ,✓ / / I � %IIEl/; I��f�l �rl�� /✓%r f f r I: . r /if l I f f rr /r / / ✓J. l f �y�^� ' �y�.�E A�3•a®CQiiiCAE®aAL'�f���r �g�•� / r f / lr E}my0 >r r r r, rr l/ r r OP oNAL EGRESS PANEL DETAIL �. TNTE DR FASTENING MAX ➢ests N ANCHM C PRESPAW TYPE (p`) _ 4• x 2" EMBED 1! 33 LAG SCREW 41 48 52 7a N114x • 2 11/ 33 wow SCREW 41 48 52 70 iw x -1 4 ftib 33 T REP AP0 "CPAS" 41 �yy. 48 T' � 52 70 7 16' 1 x W 6NBr33 41 ALL, PO111T5 BRASS1GDA9n MNBtNT1 48 y 52 3/4" EDGIE DiSFAPBCE SPAN UP TO W-W CMP(NTYPE C1 C2 C3 of SPAN LP TO a$ cowTYpF Cl C2 C3 C;4 SPAN LA'T@irw ODN"TYPE CA c2 c3 04 i2.S"• Tab" I 16.0" 8.8" 12,5" 16,0" i4.1" &V 12-r 16.V 10.1' 4.4" 12.3" a,571614" 3&0" 16. I&W 7,V &V I2. 12S1 1 0" 1&V lie, 11.1" 5,r 4,8' 12 71 12S' 16A" 1&(&r 9.r" cr 90' 3,9" f1,5" 16.0" 11.9" 51`° 12.5" 16.0" &3" 11V 1i.W I&V 7.9" 34 IZE, 16.0" 16.0 10.1' 12.5' xa.o°'. ILA" 7.0' 11.7 1&W 7A' 4.8" 1 - a,5" 115" 1291 AILS" 16,a" 1&O' 1&0" 1&a' 13.2" IL3" 30.4" 7.8" 81" 7.V 6.4" 4:8" 12»5" 115" 12.5" 12.5" Y&a' x&V I6,0" 144,8" 9.2" 7.V T;r 5,4"" • S,6" 4.8" 4.4" 3,3" 12S 12.5" 12.E" 11 5" 36 (T" 160' I I4.2".. & 4 a" 6" 6.1" 37'. 5.Y' 3.2" 1 :5" a 2 La„0" 1 1 1 ` 6A" a 1. 8" 12,5" 16.MY` 7.a" 12S, 16,0" 22.a'" 12.5" 16.0" 8,7" I2.5" Mir&2" lx,s': 16.0" Wr 12.5" I6.0 7A' 12,5'" 15.9" r. awl 12,5" 1&0" 9.9" 12,5" 1&0' 6.9" 11S" Y5.3" CS"" 2.5' 1 1& 7.4" ,.!V0" V 14,0- S,1" 12.5' i3.e 4,9" i15" 16 a" 8.1" 73' 12.5" 15S"' S,fi" 5.f" & 10, 6' ` 3:9" 3.5" 12.5"16.0 e t,S" 125"4. S & 9.0" 3.3" 12.5° iS.4" 5.6" S.0" &2'S" 3a7" .3,9" 3,5" &25' &3r' 3A" 12.51 me &r 4.7` &25" 4.9' 3,6" 32" 70 6,2_10.61 3.8" 3.5" 6.2S" ANCHOR NOTES: 1. ANCHOR LTHd SCHEDULE APPLIES TO ALLPROD(1CIaI;EIM'fIFIEDHEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANC40R SPACING. MkXIMBM ALLOWABLE INDICATED W SPANS IN SPAN SCHEDULE SiALLAdY, 2, ENTER ANCHOR, SCHEDULE BASED ON PANEL FASTENER SPACING,THE WS TI(G MATERIAL,IA ANCHOR TYPE SE DESIGN THAN RUAL.. IBC}• LOAD GREATER 0 TO HIEGATFWETAES•IGV LOAD ON SHUTTER AND. SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED APPROPRIA"L-EMOUNTING-- NDITT (XN CONDITION MOUNTING DETAILS ON SHEEP 2 FOR IDENTIFICATION OF CONNECTION INPQ 3, 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS M-TRACK STUDDED ANGLE, ETC:). USE &25' C.C. PANEL FASTENER SPACING TABS VALUES TOR S, ALL "H"- AND '11-HEADERS (INCLUDING INJUDOUi CCNNDI DNS), 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS" REO"S"ITONS. S. HOLLOW BLOCK HOST STRUCTURE SKILA _'C;ONF ORM TO ASTM C90 BLOCK. & MINIMUMEMBEDMENT•SHLALLBEAS-NO'rWINAKWRSC'HEDULL 7. MINIMUM EMBEDMENT AND EDM DISTAL € CC LUDES S111000, FOAM, BRIM AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LUCTM TO 114' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. IL CONCRETE ANCHORS NOTED HEREIN SHALL. BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9.. WHERE EXISTING STRUCTURE IS WOOD EXISTING CONDITIONS MAY VARY. FIELD EXISTI. FRANYNCa VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FAST15 I= TO PLYWOOD IS ACCEPTABLE ONLY FOR SHOE CLOSURE PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OPSTUD FRAMING - SHALL EE TEIT FASEFJNF3i kOC:A I1 CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUI] (V4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE -SOUTHERN PINE' G-O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHR AJPS ,PA'N HEAD OR HEX Ham, 11. REMOVABLE ANCHORS ARE: ELC:OFAMELMAXE, ALL -POINTS SOLID-5ET & BRASS BUWNG 12, MACHINE SCREWS SHALL HAVE 112MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) Lmo, 134 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUU'CD 09 CTTHER WALL 14. 00 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPEABLE LASES, ;IS. * DIRECT MOUNTING coNDmon 16, LINEAR INTERPOLATION IS MATT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THISSHEET, .. 15-2394 u 19 n 0 6A06 rn uEAIRA(xvr SAW "M SEAT wam aIwANT4EDErtDLsaN Tws t a4e.: a aosx Tb! REFER Iro 01401 TYF WAR , jg!nj Ms ana a A 1 MVIMINO(Sto --.. 4 POCINAX FOR 4, F 60Ilb-0Uf NOURfi.'sRfWN eFRA Tim LtsV aDc(RS .� OFSrRl HUM ursD 0M TYPE ' l�lafCSAMO�R .. SCKEDUR TUA "Ax I xRfaNc B 1 y q f ppApN4p MCMA6rMG EVEN - ExiP8.4:CA 0I3T: m�u11RD M1N, clNfLES sEeortRtta( PtfesaLEa:A2 ffi FoArAft SEE ANC �. o "1" MOUNT SECTAIN _-._ ANCHOR SPACING SCHEDULE: 24 GAUGE PANS; PANEL FASTENERS O 12.5' O.C. 2,T5 � DtANN:E - ANCHOR (>EasL�i SSIM ..TYPE SPAN UP W-W SPAN tip T06"-6< w 1T-w SRI"TYPLI Cl CZ CD C4 ChiTTiTE a C2 C3 C4- CI U Ca CN 1 _- . -33 1H4 rSi INTN C'@.°$ 4A 48 2 7 0 12 16: 4.7" 9.V 12,5' 160" 10,2" &,8" :. 12.5"' 16.0` 9.1" &1" 12.9' 1 6,0" I...8" 1 8,0' 12.5` & 1 V &2" 5.5" 2ILL 1 5" 16.01 " 8 5" 12.5" 16.0' 10.1" &a' 12.5" 1&0" &2 SA- : 12.S" 1610" .1" SA" 2 1 -. r - 12.5" 16,0- a 1 f 5.4- 32.9' 16.0" 0.1" SA" 12,5" Y . 6 tl" & 1" 5.4" 12.5" 1&0" & Y" 5 .4' 32 .5" 36:0" 8.1" 5,4" prof x I- 4, 64IT ii ELCOULTIRACON r3 x&6pw (Nd mxc> 41 48 SZ 70 12.5' 16,0" 1 &Q'" 16.0" Y1.5 ' 6. 2 0" IS �` i2, tY` 1a.5" 16;a" 13.4" la7" 12,r 16.0" 1&0'113,9" IZr I1CW 221 9.e 12.5" 18; 0" 9.6" 11S' 16A'• 14.V 11.9' 12S' i&V TL9" 9.5" 12.7 16.0" 1.9' a.6" 115" 1&0" 13.8" 110 115' 16.V 11,9" 9.5" 12.6" 36.iM' ix9" 9.5" ii-s- 16.0" IL9" 9.5" 1 'Zr 16:r 11r 9.5" 12.5" ICI' 11.9" 915'I iC 114.0jor new 33 ALLi65 -� - POLL OIRM LID 41 46 52 70 iiS" 16,0" 16.0" 1r.W add Me 15.r 13.4" 12,r 1&0" 14.0" 11.9" 12.5" 16.0" wr mr 12.5" 16.0' x2.6" S&g 12 V 16A" Me 1a7" 12-9° ACV, 1516" 13.7 12.7 16.0 12S' ICW 12.5' 16A" ILL I&C 12_V 16A" 14R' 12-7 12-7 lCe 12.9' lob" 12.E ACT 12.3^ Lab" 12-V ACV 12.5" I(Le U_r 1&0' 12S' 10h' 12 r 16A" 115" 10.6" xl- ' 33 . sx 48 52 - 70 12.5" 36.0" Y6.a' 16,0° 315" 16.0. 16.0" 14.E 12.7 16.0" 16.0" 2L6" 12.5" 16.0" 16.V 1&0" 12ae 1&0' 15,7' 11,4'_ 12S" 1&0" 35:6" 1L3" 12.5' 16:0" 1&9" i_4.3" 12,5" 1 . 6 D" 15,5" 1L2" 12. 5" 16. 0" S5. 1,2" 12S' 16.0" 1&0" 13.w 12-V 16.0" 1S.5" 11..r 12S' .15.5" 1L2" 1 16,a" 15rw" d1,2" .S" 2.6" EDGE DISTANCE = VO V161 x 1-1i4' emm 33 H3.00111TRACO11 41 48 52 70 &25" 6.Ir &25" 12.5" 10.3" &25" 7.1" &r 7:1° 1610" &S" &7" &2S' Y3.7" 6.19`" 625, : 6.4• x -1-VIVDIND 33 I3.COULTRACON 41 48 - - 52 79 '115" -t rl 11.7" 6.25" 9.r &25" 42S" 9.4" 9.9" 6.2r 10.8°' 6.25" 9,3" & 9.3" K2r Ar` &25" 4.3" 6.2r 1M" x 1.4w Er*w 33 TTW SS, 41 48 �. 52 10 12.51 Ice" 7.5' T.3" 12,5' 134' S.r S:O" 6.2P 12. 115" AS.6" &(P 5.8" 6,25" 10.8" 4.2" 4.0"... &2'1' 10.T 12.5" 13.r 5.1" SA" &25" 1 Am" 4.Y" 4,0" 6.25" 10.7" 6.25" 12,3" 4.7" 4.8` &2S Ia7" 4.i" 4"0" 6.2S" 10,7" 6.2S" 10.r 4.1" 4.6" 6.25' 10.7" 4.1" 4A' &2r 10:7" _ lwx7xgmm 33 AMONTSSMID-SET 41 48 7k 52 70 12.5" 16.0" 14.1" 11.3" I x2,S" I I&V 9,7" 7.6" 13.5" 1&0" mr 16.0" IA.r 9.1" V_v. 1&(N 7.r I &r I I2.S' 1&0" 7.8" &r 12,5" Me 9.7" 7.8' Me Me 7"7" &2" 1 Air 1&0" 7.7" &r 115' is.1- 8 9" 7,2" 115" 1&0" 7.7" a i" 12.5" 1a.0" 7"7' 6.2" 12.5" ia,p' 7,F" 6.2" U2 r 1&W 7.r - 6.2" 12"S' 164" 7.7" 6.2" 1A4"iti-1A4".EHSED 33 9.CO PANUAKM 41 48 52 zREaREEU 70 1 1a.S"' Y&a &4, 59 ENT !I a 4.4. 4,1" &25" 10,r 4.0' 37' 12,5" 134' S.2" 4.e &25' 9,r 3n6'° 313" 63S" ILI, 3.6' 3.3" &25" ILS" 4,4" 411" &2S" 9.r 3,r 3-r 6.M %2" 3,,5" 33" CIS" 10,6' 4.1" 3.8" 6.25'' 9.2"' 34' 3,3" &2V 9.2' 3.S"' 3,3"' &25" 91" 3.91 3.3" &25" 9.2" 9.2" 3S' 3,311 ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS CS 6.25. O.0 mom��� NVAA ILLAI , ® / r - ' E�E�®' ET.£ri'" EI•��'!®tam'' tmEs�'C.III3���', Eta Y ���� �• !� I�RAi�E�Et�t�IiS'I i�EI�1 �� f . ,I - E��C9E�FS3C.�®m®Is�t�II��E�i I�EL.I�, IS�I EEiL�ti�� F.ru f Iv- r I Ii�f / 1/ ! fl //��l I f/ / /I / . , f / Jf f ✓ rl fl f! f - /f r > { r / I / // .C�m r / 'rJ J / J / / l / / r/ / r r / MEMO If/ f : S I�MLS:�E�x-aLiia.CL4i4+5+'�L:+zi✓�. r l j f T f r ✓/ / i r / r 1. f 3/4* EDU DISTANCE PLAN MISIIIN ANCHOR PROSOM TYPE SPAN UaTO 61-W II-w SVaw LWT012'-W AmIlf" a Ca c3 C4 COMM TYPE ci c2 a C4 GNNN1 TYPE CI c2 OI C4 LASSIMEN 41 48 - 52 70 12.W 1&0" 16A 1 mr 12.swi ma" 16.0" 7,S"' 115" i6A' �i&O"' &r 12.r 1&0" 1&0' LW Amp IBA" Y S.D" &1"' L2Jr 1 6A" 14.r&n" 12:r IJLV 1&(" 745" 12,5' 16.0- &. Y4.7" &C' 12. S" 16,0+" 14:7" 6.D" 12.. 1&O" 1&0"'. 6.9" 12,5' 168" 4 Y 7" & Q" 12.5' 168" -14.7 & E 115' 16.D" 14.7' &a' 12.W 16A" 14.r &0" 115" 1&O' 14.7' &&' C #14x1 33 WO.N 41 1 �y 8 - S2 70 x2:5" 16.D" 1&Q" 16=1 115" x6.0" 12:1" 7.0" I2.5" 160" 10.6" 6.2" 12,5' 16-V I4,A 8 x" 11 S' 1&0' 9"7" SS" 12,5' 1&0" 9.r 5:6" 12.5" 1 " &0 12.8" 7,0" 12,5` Y&a' 9.ffi" 5.6" 32.5" 1&0" 9.6" S:6" 12.5" 1&W 11,1' 64" ITV 1&a' 9.6" a 12.V 16.0" 9.6" 5:6" 12.9" 1&0• Ike 8.6" izIr 1&a' %W S,6• 12.5" 16.0" 9.6" 5,6' 1A4"xY-1!4' - 33 7AP(RFIP'CFA• 41 48 52 70 315" I& 16A" I2. 1&a" II.S" 22,5' 16.Cr mr 12fi Me 13.3" 12 5' x6, s.r its 1a.6• sx 12.E 1&8" £L4" i2:.S' la.0" 9.x" 12.S" 1&V 9.1" 12. irw lay" 12. ICW 44, - 12.S" izr 12.r 1&a" 9.1" 120 Y&0" 9.1" /16'x - 33 AL:..POINTS BRASS 41 W00D�8ts"M 48 52 --...- 76 L2.r 16.0" 6.6" 7.3` YSS" 6.a' . S" 13.a' s.3•' 4,5" 12.5" 16.6" 7:MY 5.9" 12,5" 12.5" 4,6" 4.1" 6.i5' 12S" 15A' S.9" 5,0" &2S` 12.r 4.7" 4A" &25" F2.r 14.r 5,5" 4,7" 6. V 12.3" 4.7" &25" 12.3" 4.i" ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERII HHEREK BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2- ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACH4 THE EXISTING STRUCTURE MATWAL, &ANC O R TYPE; SELECT DE MN LOAD C:RFATER eI#AN OR EQUAL TO DATIVE DESIGN LOAD ON SIwrm AND SELECT SPAN GREATER THAN OR EQUALTo SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNELTIONTYPE). 3. 'PANEL FASTENERS" ARE STUDS USED IN COPDUNCIION WITH ALL MOUNTING ECTR[lSIow ('F'-TRICKS, STUDDED ANGLE, ETC). USE &25' O.C. PANEL FASTENER SPACINGTABLE VALUES MR ALL AND'WHEADERS (INCLUDING BUHAOUT 4_ ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH H1MUFAcnmfft' RECOMMENDATIONS. 5. Nt1LLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK 6. MINIMUM EMBEDMENT SHALL ONE AS I'NYItS'Y IN ANCHOR 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDIESSIU00o, FOAM, BRICK, AND OTHER WALL FWSHES 'WALL.. FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATRY TRANSFER LOADS TO HOST a`TAMiGTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLt S WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTS N TO NARROW FAGS: OF STUD FRAMING, FASTENER. SHALL SE LOCATED IN CENTER OF NOMINAL r X 4" (MIN.) WOOD STUD ()' EDGE DISTANCE IS ACMPTAW FOR WOM}D FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G-O.SS OP. GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11, REMOVABLE ANCHORS ARE: ELCO PANKXATE, ALL_ -POINTS SOLW-SET 9. BRASS BUSHING.1ST, MACHINE SCREWS SHALL HAVE 1/2" MDDMUM ENGAGEI UOMT-OF T}RtEADS INTO THE BASE ANCHOR AND MAY HAVE ErrHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLAJDE5 STIK:£O OR OTHER WALL FINISHES. 14. ti DESIGNATES ANCHOR CONDITIONS WHICH ARE HOT ACCEPTABLE USES. 15. DIRECT MOUNTING COMIDITIOINb. 16. LINEAR INTERPOLATION IS NOT PERMITTED PMUSE V9M_ THE ANC3HM �MEDULES LISTED ON THIS SHEET1 IfANCHOR q"01111R TYPELAS PRpakl (7 3A4'x2" 33 1W 41 46 S2 70 PI4x I_J75F BmH1 33 Y(000 41 46. _ 52 : 70 i' 1A 33 TAP C,''C"AS' 41 40 D 52 70 6' x ENBETI Al 33 ALL(g7MS BRASS YA00(I BI 41 48 p,,� 52 ..� - 3I4" EDGE DISTAL SAAND TOB4f" _ SPM P704-fr IR.T�D IYS CONK TYPE ca C2 C3 C4 O00114 TIP! CL C2 C3 C4 CQtiN'TYPE" C1 C2 (3 CH 315" 115" 12,5" 1 2S" 26,0• 16.0" 1&I' Y &V x&0a I&OP 1&t7` I 6.I" £ 10.9" Le 7,s" &V :115` 123` 12S" Ia,S" 16.0° I6.a' f&Q" fd.(I" 16.0' 14,1" 13.0" YLl" 7S' 6.1" S,r 4.8" 12.5" 12-r 12.r 12.5" 1&0" 16.0" i&0' 1&0' 0" %f &r 7. - 2" 4 E" 31" 3.3' 12.5' 1& 0" 11 .9" 5.1' 12,5" 16.0" &3" 36" 125" d5'.6" 5.S' $2.5" 22.S" 12.5" ICW 1&a" 16a' 16,a" I" iLY I%V AIN' &1'- 2.5" 1 7.v 12,5' 16.0" 4 6" & & 1 Q" 13 :4" 4.2" 7 .8" 7.0" S, "� 6 4,8' 12,S' x1 S" 215" 1 CP" & 1&0" 14 8" ,8 7 " &r 5.4" 48" 3.9" 3.3" 12,5" 2a.a" S1L4 64" 12. 1 a Q" 7, 2, T 4 4 12. d3,6" 7 f1 5" 14.a S. 41°3, 6.25" lal" 3.7" 35 2S" Y&a" YO 8" i 22.5" 16.6" 7.4" 12.5" 16.1V 116" 22. I&0" cr i+iY9 115' 1&V S.9" 12.5" 1610" 101'r 1151. 1&0, 7.4" 115" 14,0" 51" 12.V 16.0' 9.9" a. 12.r 1&0' 7.4" 12.r 16A" &1" 7S" LLS' 15.5 .6" 1fl.6" 12S' la.Q' &IL' S.9" Y2.S'"'12.5"- 4.S" 4.1"...6.25" &6" 3.1" LUM 12-7 ASA" &6" ` 5.a" 6125" 10.7" 3.9" 3S' 6.25" 7.3" 12.5" 14.2" 5,2'si` &2Y 9,9" 3,6' 3.2" 6.29' 6,7" 70 &i5' 110.Vl 3.r ` 3.S" C255" 7,3" 5,0". ANCHOR NOTES: 1. ANCIM SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR'SPAGING. MAXIMUM ALLOWA BLE SPANS AND PRESSURES INDICATED IN SPANK SCHEDULE SKALL APPLY. 2, ENTER __.AF�DR SCHEDULE BD ON PANEL FASTENER THE EXEMNG STRUC TURE MATERIAL, BANCHORTYPE, SELECT DESIGN LOAD GREATLATHAN CXEQUAL TiNEGATIVE DESIGN N LOAD OINSHBITrtRAND SELECT SPANGREATER THAN OR ECiLIAi TO SSHUTTERSPAFLS€IECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTINGQDNnITTONSEE MOUNTING DETAILS ON SHEET 2 FOR YDENTIFI 7T CA CLN OF COPRRNE£CiTt®N 3. "PANG. FASTENERS"ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS C r-TRA(X STUDDED ANGLE ETC.), USE 6.25' D.C. PANELFA5iFNER-SPACRIG TABLE VALUES FOR ALL "H"- AND "U">MEADERS (INCLUDING BUILDDUT )< 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MAIWAGTURERS' RECDMMPENDATIDNS. S. HOLLOW BWC K HOST STRUCTURE SHALL CORM TO ASTM C90 BLOCK, 6. MfI TMRRI EMBEDMENT SHALL BE AS NOTED IN AiNC HOR 5C AXE. 7, MINIM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, PDAM, BRICK, AND OTHER WALL FINISHES. WALL FIDOSHEs SHALL BE LIMITED TO Ile MAx OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO MM SMCTURE, S. CUNCUIEM ANCHORS NOTED HEREIN SHALL BE E4PEDDED TO UN-CRAXXED CONCRETE ONLY. 9, WHERE EXISTING STRUCTURE IS 1GEr1�P1 £dVDTIMAY VARYFl>3..D VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOTPLYWO= FASTENING PLYWOOD IS TO ACCEPTABLE ONLY TCq@i SIDE Cit>GNtE PIECES.. 10. WHERE ANCHORS FASTER TO F D NARROW ACE OF STUD I•THAhM1MKi FASTENER SHALL. BE LOCATED IN CENTER OF NOMINAL. 2' X 4• (MIN.) WOOD STUD (3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAt4IHG).. WCiDn STTASHABI-BE'SQUTIBRN PINE- a-O.SS GREATER DENSM. LAG BMW SHALL HAYS PHHILLTPS PAN HEAD OR HEX HEAD. It. REMOVABLE ANCHORS ARE: ELCO PANELPIATE ALL-PDYNPS SouO-SET 8 WASS BUsHrNG. 12, MACHINE SCREWS SHALL HAVE 1/r MINIMUM OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SWMAIA BOLT) UA.O. 13, M04MUM EMBEDMENT AND EDGE DISTANCE EXCi R DES' STUXC OR 10THER. WALL FINISHES, 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE' USES; 15, or DIRECT MOUNTING CONDITIONS, 16. i,INEAdR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR DES LISTEDON THIS SHEET. zz TY� 15-2394 "I 0 _1--R (D N c- C/) Q (D a--• N � Oo CD O c O O W 0 0 O LL cu .U) `0O Q (n (D -4-� c- � CIO Q .� U Q +n �S M