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Home My WebLink About36041 Stable Wilk AveVersion Changes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING L E N NARem LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2386 GARFIELD 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 CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH 5TH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND 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 SH1.1 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. Ln w =w U w ~ w W Q U n p N w a Q 5; = r Z O LL N °o o°. - J w*3 Lo Q y; 04 F- F- �- w y Lt..� � , r. A O (ny1WWZ 2~ZOWLLMO Uy Ile w O F- O UZ`c) �¢wc0 s ¢W , zb W (D=O OO w O 2w~O 2= A+ E > O 0 N m t/Y Nu�a�P 0` u o 0 0 m Q �}U 61 —t f �N w CL� y ^, 0 N C W L p �c 7C)a00 F a W NWN `9 W LLI W O F- WIW—Q �2_j wgg¢ ezw Z E02 J¢O¢�¢LL000�0 Q Q jox-j Of oz�o j9OZOROOmZZ FH F- (_ O Q ()u) `�wa->`�WWPZLL0¢00 Z <LL o<_< �Z�wpwU�Q 0W 0 = 0QZ�Q ¢ 0 ¢ LL LL O O N Z O F- > (/) O O O F- M O Q M r- 0- Qw<U-) ��ce) Q UQ 00 F- UJ W , J O O m 0 04 rn N 0 1 c .e m o 0 > O z z z0 ww vim_ 0 U��o J ~ fr \ / W z W 2 w H Q U F- F— < � r=�E-=Z v z 3: J ( 2 V m Z w l0 0- Z Z L �— W O.QJ2z O a M UU) z N �QO U U _MO a W z z w J rye o LAST PLOT DATE May. 24, 17 O J � COVER SHEET irIuff"m��t�ert NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = 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 j� 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 10 (3) 2X4 B.U.C. W/ USP HTT16 AT BTM FOUNDATION PLAN- ELEVATION A 1 /4„ = 1 1 -0" =w � U 0 z wQ J waQ 0 wow Of 00 wz_j Qw�Q _ CDI—��w Q F z 0 �o0F5 u- FOww w wF- :0 U z w U Q w co Z2 W Of — = J w�f_- - 0 in w w LL Q z 0 E W L oq o M� m 5 N V -0-0m m 0 o E D_ 0 TZI 2 oo Q �V) N � w Q v N C n1 W L 00 E 0 ^ as ) ow wOt- WC7 �=w�X2z W w¢ w0� JZ wO2��wO�0O 0LL 0< Q ��o�o�oom�Za� r�-�tQ U)(djNww�zU-wQpw_j U) O z Q H u O 0 z w U LL ¢ o LL 0 00 Q z w 2 0 0 w 0 z Q O O N Z O I— Fn > � o 0 H M O Q U) M L0 w LL � U) QwQ� w M Q V Q 00 Z i- WwJo O J M 0 N i N d' O o N >C) o o d' -0 N o o w N a) 0 F- - L ~ V I..L. W 00 O O Q M U n/ z N <� 00 00- m z Al wm Co LAST PLOT DATE May. 24, 17 Z Z -z0 owv� ono � W a MmQ WF� m0Z �_ M z 0 > J Z 2zly- LL o w U)zz =QO Q z z w J d' O O U -1--i 0 FOUNDATION _I 1 PLAN A 30'-0" 8'-9 3/4" 13'-3 1 7'-11" �\ / SH25 H D AT 7'-4"co EGRESS r, 5068 SGD 2868 (2) 2X8 HEADER. SEE Q/S4 FOR 0 CONNECTION o HB B BRG S6 WALL LIVING ROOM ❑ MASTER SUITE 15'-2" x 16'-3" 13'-0" X 16-11" WALL 8'-8" CLG ❑ 8'-8" CLG o A S6 ^GG _ S3 � Cl) 7 5/8" �' 7 5/8 3'-1 1 /4" 5'-6" 4'-6" 14'-5 1/2" ❑ N V-2" NOTE: ❑ PROVIDE 1/2" PLYWOOD FLR FLR DRAFT STOP IN FLOOR LINE LINE TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. - - (PER FBC R302.12) ❑ DRAIN / w ----_--- 2X NEE =c°---___--- SHWR HD i o �\ ©� �� WALL OP & VALVE `� RANGE W/ AT 34 1 v HOOD 6" WALL Q w 6A75 wU iu w¢ za w V U ' ❑ MASTER " ° ❑ - 2868 BATH _ Z� `r KITCHEN o DINING ROOM \' ^GG 9'-7" X 14'-2 a': 8'-6" X 14'-2" tU) a TB S3 �, 8'-8" CLG �� ' 8'-8" CLG o ❑ TP NREF " = ❑ cC°o [L]INt1 A7 2 o N RG DW N i N WALL A3 F R "v bo 7 5/8' 3'-1 1/43-5' " 271" �L NE 7 5/8" 5'-8" 2'-8" 2'-4' 4'-10' 10, X-9 1/2" Lj W.I.C. I � DRYER TILITY 00 a VENT ( °° 00 � PANTRY ❑ �s HANSEN 4 A7vy `� N y DDTB I cn BOX D W/S AT GG C LO FLR �PWDR ❑ 6 WALL LINE BATH 60" AF� � S3 00 RG 2868�I1 S & R W WALL _ I_ ❑ XXxxxxil %xx . N 4„ 20 MIN FIRE oo LINE OF J A 1 4" INSULATED RATED DR `VgLBOVOR P❑IT ❑ WALL W/ CLOSER - N " �22"x36" (3) 2X4 - -I ATTIC B.U.0 W/ PROTECTIVE HTT16 ACCESS -- BOLLARD L L AT BTM & USP 10---I-- ❑ MTW20 _ - _ _ _ 4' AT TOP 9 ❑ INSULATED 8 BRG. WALL - - - - 42" H. 7 TWO CAR GARAGE SLOPED 6 -- -- 19'-3" X 20'-0" cc WALL 5 -- -- s3 -- -- ❑ S3 4 I FOYER 3 -- -- 1 2 ❑ LINE OF GARAGE IN _ in � UP OPEN POSTION I � ❑ ❑ IE BM ❑ ❑ ❑ SH 1/2 34 AT 10'-0" 00 HD AT 7'-4" ❑ m °p o j TEMP. GLASS Co W H ❑ H B ~ ¢ 6" 5'-4" T-8" 0 ENTRY5 16070 ❑ 9 6X 4" ❑ ❑❑ ❑❑ ❑ ❑ 2'-3" 16-0" 2,-3" 8'-6" 20'-6" 9'-6" 30'-0" FIRST FLOOR PLAN- ELEVATION A 1 /411 = 1'-0" B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO 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) 2X6'S UNLESS NOTED OTHERWISE A S6 CV C\ Lo L; V- C) io 1, 3 NOTE: SEE SHEET S-11, S-12 '2386' FOR LINTEL CALLOUTS & DETAILS 5 00 am �o w �Q TIE BM AT 10'-0" mbo w �Q TOP AT 18'-0" 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" LINE OF ROOF BELOW 22'-0 1/2" 7'-11 1/2" SH25 HD AT 7'-2" EGRESS axx..er x -• w.i. dxk. nr xzukx,._..�C' a �. .t 2668 N O106 i ar LO Q r BEDROOM 3 11'-11" X 10'-11" R & S BEDROOM 2 8'-0" CLG _ _ 11'-1ill X 10'-11" (4) 16" T-0" CLG DP SH Fv `V U 3068 .n1U NSW U - 0 W bo t° ``' (2) 2068 BF t 2668 2668 2668 � x � _21R&S� Fv U 1 -4" - N Lo U r o TB _ ~ 22"x36" 2668 U¢0 ATTIC - _ A7 W ACCESS BATH #2 N FLR LINE 2668 TB �A7 co r BEDROOM 4 10' 11" X 13'-0" m to � ��s! AHu P r , °� 8'-0" CLG Clo � � A/C RETURN - UNDER DOOR i U ¢ N \ 00 c0 N u' N ; 10'-11 1/2" -0" 1'-4" T-9" 5'-7" 3'-9" 2'-11 1/2" 4" 4" �4" FRAME LOFT WALL- - r BEDROOM 5 8'-0" CLG s 8'-0" CLG - U b 0 42" H. LOW DN WALL �� R&S A❑ 16 I_ SH25 HD AT 7'-2" 15 EGRESS------ g" FRAME 13 WALL 42" H.------ SLOPED 10 W WALL ----- ROOF 9 - BELOW - OPEN TO 7 ELOW 6 ---- I 4 - ------ 4" FRAME i 3 1 2 WALL „ 36" HIGH 8 FRAME i i CONT. WALLM RAILING r; SECOND FLOOR PLAN- ELEVATION A 1 /4" = 1'-0" r&] GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME, VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE 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) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. x 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. 177-777-77-7777-77 BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 1 14 AT 10" 1 1 10'-0" SQUARE FOOTAGE: UNIT'2386 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SO. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, "s 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 Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 29.7 -32.1 29.7 -39.6 20 28.3 -30.8 28.3 -37.0 50 26.5 -29.1 26.5 -33.4 100 25.2 -27.7 25.2 -30.8 GARAGE DR 25.9 1 -29.3 25.9 -29.3 U It =w w 0 zLL w¢ w d o ¢ �o Z LO w00 >z� �wLO r' LO � ¢mom¢ CoLn H0Nw ¢F-z0 Qp ¢ F- 0 O W �� > U` w F=OWw �w=0 #'' 0 wp�0 U Z U Qom. }¢WU 00 _ w WZ_Z V) 4) N L0 ; E W liz .0 m 0 1� r (7 N `I N V of O CO U M m M A� � c p W ° °6� 2 0,�s 0 •N, U U LU EM W L 0 0L Cn LupF- W Wes¢ it it zw Z W C7 W w��_j<ONLEUO0�O Q Q V ::) 0 LLLL�z�-,OH¢Q owrrgoZOo OOmzz U C� �pLu a�ZYoF_Lu Z"It ow�"a W O Z Q~WOwH-� wWo2UmIL ¢ 0OQ 70 oQZ9¢ LL �aLL O O zW I— > (n O M O Q G7 M in WILL wti aQ�? CL M r Q V Q CO Z H W W J O O d' mi M ICY) O tV 6 O c o N>� O e Lo O -0 Z Z Z ° N WZcl owin �Ro (V 0o0-> LO'> W Ow~a �^^ VJ 1--1 LL Z W ~ F-w�Q =��z Oz� rQ V 0 2zw ,^ �L �ZZ W 00 O-12z UU'zz 111 Q M ry z N � o U z Ua o0 00 tr Z Z J IT W o (Y) LAST PLOT DATE May. 24, 17 Z 40 1ST & 2ND FLOOR _I I PLAN A 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 ;J SEE SHEET ST "Fi � FOR STAIR DETAILS ll - - - - - - - - - - - - - - LOFT SEE NOTES SHEET A4 FOR WOOD STAIR CONNECTION AT LANDING ENGINEER TRUSSES NOSING 10" 1/2" DRYWALL UNDER STAIRS w PWDR BATH co FOYER _ co m LANDING 1Y /�(3) PT 2X12 STRINGERS <x \\\ \\ \\ STAIR SECTION 1 /2„ = 1'-0„ SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" \\ \\\ \/x//\ �x/ VN � jj`� 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 NAILS 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 0 Z w w 0) 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. (D w = W w u- w ❑ z w ¢ U) o _wa¢ > zo- v N wow w000 Qua �. u' WZLL- J W 04Lo o 4- Q tZ *k O�Z04 LLJ HDO W3 .tiz Z of LL D❑ _ V W C G N W W LL O S VJ� ',� = 0 w0 Uz�U o -i mZ=Z J (n Lu ❑�m HF- E F, > W .O U 0 (y) N 0 �_ co d M 0 2 S 0 11 O U d � �N u uu Q!;i H L 0O EC m '7W V i� N W (LL� ❑w wg¢o Wes¢ W2i irQYzr af zWW �O2J<OUo0o�wLL w =J U Q J ¢ X� oL oz o QC ooz Ci O O a�ZYoZW°teZLL0 U a O z �¢ow¢�5 5'!!-.Y,2¢ WZaQow ow ❑ Z) LL¢ O ❑Z§Q H¢LL O O N Z O� �U)ao M O Q M LL d' z QWQ�? M o < U Q Z !- W w J0 O J O N 6 N 4 0 c o 0 > O z z _ z 0 C� LLI W W U > F~-- - _Uo�o ~OfW� > _ c IW-� zwFQ W ~ F' < ��/ O z G( �zo -i V W } W 2 zo~ ^ Z Z LL W W O J� z O Q M U�ZZ z N z F-U U _O 0o A3 z z w J / _'t O (Y) LAST PLOT DATE May. 24, 17 0 DETAILS 0 0 N 1. 8'-0" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1'-0" N i RAMED AT STAIR. P.T. TOP AT 10'-O" rA16. P.T. IG AT BOTTOM. EDGER W/ 1/4" X NS AT 6" O.C. ;ED ,_$n) 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 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 MODIFICATION 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. CAA CJ3A CJ5A CA 1�1 V-0 5 SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /4" = 1'-0„ SHINGLE PLUM TRUSS HEL FOR PLYWC I SHNGLE PLUM ROOF HANGER CHART d a = JUS24 (USP) Labeled End Mark ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI-B7 30'S an.,I ss 30'to 60' P paan Spreads B L 1 �° su9�ees Fa span FOrov. Ta. Nye span np"w. REFER TO BCSI -B1 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. z 0 ,OR :D ON A.F.F. i 0 General 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-131 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 SCHEJSF TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY �i�i�i�i�i�i� • • �I�ij��101 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PH❑NE, (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2386 AMERICAN DREAM CCA PROJ/MODEL/ALT 7A2 2386A ALT DESC OTC LOT BLOCK DESIGNER PAGE MTV DATE 6 4 15 LAN# SCALE N317595R 1 4 "-1' ??? 11/18/02 9:52 AM CCA48.dwg LD 2W ly W W Q W o J W �❑ > 2 ~' ZuI N N OU O: uI LO Z LL r N W^ V J `. aWva LO o 00 gyp= motet Oz; LO a�z❑ ❑❑: a �o°w Wiz`' _ z ►- > O z W F =Q W W W = ❑ r L9 t/? j O WpI—OF=, Uz`nU ❑ } a W O mz�xz a WQ irU)2❑ J ❑p (n =W�m 12—►2— a N N L X) 'LO' E �m O _\W L M /� ♦� M N U -0 �_ � co ~ L 2 O 2 0 rn / = ° `L o N V-f U Q q } U W Q- v� 4) f. o F C a t- V, W W W o w u� W O I- H Q tY z J w j Y z W tY z irOm-jaOQ�a�U000 Q Q V 2=OO�OL On(twoomzz mHamQ Ou)a>zzOZ0Y O z �1zi Lu F- JF-< FWZUa0W LLM< OU <Oof LL LL 0 0 N Z 0� 0 0 0 M O Q M LO � LL Q W Q WCLM z < UQ00 z Wz 0 J 0 V- C) (V N t 4 O C .L 0 N O U) 0 Z z —z0 WWW> Q Uo-< Ure0 0 J �O�a LU W�Q �� W I— Cn LL =mo zQ Q v O J z rV n >-�Z°r ,^ CLZZLL W00 O�2z O Q M v�ZZ z N ?aO U _0 rZ m< A40A a z z W CY)C) T (Y) LAST PLOT DATE May. 24, 17 0 2ND FLOOR ROOF J FRAMING PLAN 0 N 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 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" - - - 12 - - - - T.O.M. 15 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 7'-6" 10 SO,F F I T D,ETAI L 3/4 - 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V 8" 1, V-0" 1, 1'-0" 1, 1'-0" 1, 1'-0" 11 LE�E��EAIL3/4 = 1-0 15'-9" ,. 7'-4" 1. 6'-11" 0 SLOPE 5:12 W \ U pN J � I 7'-0" RIDGE VENT SLOPE SLOPE 5:12 5:12 1'. 4" SCOREI STUCCO BAND 6" SCOREI STUCCO BAND CONTROL JOINT 1' 4" SCOREI STUCCO BAND 10 FRONT ELEVATION A 1 /4" = 1'-0" 12 ,15 ELEV AT 18'-0" T.O.P. DECORATIVE 1'-0" iv CEMENTITIOUS ELEV AT 10'-0" FINISH 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD 311— is r` ti ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION A 1 /8 - 11-011 �m RIGHT ELEVATION A 1 /8" = 1'-0" I 6 - - - - - - - - - - 5. 51 12 I � S\ LOPE SLOP a- � I 5:12 5:12 cn psi � - - SLOPE SLOPE 2'-0" 2'-0" 5:12 5:12 8'-1 5/8" CD SLOPE 6" 3'-0" 5:12 16'-6" T-O" . 1 ROOF PLAN A 118 - 1 -0 : 1 o W N 2 z�12 5F__ A/C UNIT 2'-0" AND PAD T 1'-0" ELEV AT 10'-0" 5 ELEV AT 8'-8" T.O.M. 2'-0" A/C UNIT AND PAD UKAUt LINt ELEV AT 18'-0" T.O. P. ELEV AT 10'-0" 2ND FLOOR FF - - -- - - - - - - - - - - ELEV AT 8'-8" T.O. M. DECORATIVE CEMENTITIOUS FINISH ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE LEFT ELEVATION A 1 /8" = 1,-011 13'-4" 12'-0" cV ti CONTROL JOINT CEMENTITIOUS NOTE: APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063 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 1/300 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 N o N N N 2" 2" 9]illFALSE FOAM LOUVER DETAIL TYP = 11-011 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 12 15 1'-0" w6SO,FFIT DETAIL 3/4 = 1 -0 7 SOFFIT DETAIL 3/411 = 1 -0 `1 V-2" 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND 8 COLUMN DETAIL 3/411 = 1 -0 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT 9 m LD w = W U w w w Q J V p N >�� = Zp IxOUO wZ_ J Nw a: = m .y rae ''. e� % U) I— `✓w $ �OOcn Z � Z Ij cx �W2U UO�p Z ppZ=Z - s wF _ w LL =ohm I=—I=a) LO— 0 ^ o V! L 'o c! U cMN d vi co •=- z o O o O u- o N Q s u I �N V w Q� L Q E c^J D70a 'o L!_I oLd u J wF-Q rK2 wo1— wgyzw z Ll.o 0 w U=0" it0 <0<w<�UO0 0 O 1-- O �0p0 w zw�OQOwYzw �Q 0mOZ zzQw fn z Q QF 0w oa z2Ua LL Ow 7) Q YpQv OI ,La O �Qz� maw O O N Z LLJ O I— i 0 0 � co O Q (n M � rl- Q W Lo M Q } Q O z U z� W Jc:) O (D J (o O (V i as (V i 4 O C En L O V 0 _ z oz WUI~- wW Q U� J 0 p� > W O0-= ww _ (0 H L.L Z W I— I— w o z (� } V �2z Z z r W 0 a2 O a M vLZ z N �Q U a co< A50AW _I d' M0 (Y) LAST PLOT DATE May. 24, 17 0 EXTERIOR J ELEVATIONS & ROOF PLAN NOTES: ELECTRICAL DETAIL: ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1 '-011 SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0" 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 210.52, 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. 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 METER 2/0 or 410 SE Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS DOOF JAMB TRIM BASE TRIM INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH iQ -SWITCH 1/2" DUPLEX _ OUTLET I? ih 0 0 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 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 AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" 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 �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET 6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -W- 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER -0 DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -ECI} SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: \O 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 ' 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY Q RECESS CAN OR LED OWNER ®� 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL F�- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ v` SMOKE DETECTOR O 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 D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:;? 24" VANITY LIGHTING 36 =:,:4 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN dp DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL El INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL n VACUM OUTLET AT 12" L/RA CEILING RETURN AIR (W/ SIZE) ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD ELEC METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. (D LO ^ /N� o W L C' 0 � M -> N } V M �� c� M A� t o V/ D O O U: o 2 o Q .Ns W�� m 0 U � N N W -aa��m L O ri Dui ( w0� W wF-¢ w5_j xgQYzw Z W W it°2_jaOa�aLLUO°_jO Q U D°X�zLLLLoz2_j Q F 0WHOZowooMz 000 wwa>6wwFFDxw<0w_j LL oof o = o¢QOa LL a O LL I I M, r O U M_0 W CM O J 1 C a W Q z z a J LU 1--q LL (Q V Mo W M N O O N Z Uj OF �C/)oo F_ M O Q w c0 � J W LL d" Q W Q Lq W 0- M QQao U Z F— W _I O O 'IT LAST PLOT DATE May. 24, 17 1 ST & 2ND FLOOR ELECTRICAL PLAN A z�:e w (n H — U �Q wa HF_ �Q Oz =z �w WO af Z w Q H Z �w zU) Q Z 0 U z z w J O 0 U 1 1/2" FILLER 1 1/2" FILLER 1 1/2" FILLER �,_ 2'-0" 3'-0" 3'-6" 2'-6" 2'-9" r r u co / HOOD / o OD OD REF SPACE 4" BACKSPLASH `? VERIFY W/ MANUF ch c7 \' RANGE / 2'-0" 3'-11/2" 1/2" FILLER ,KITCHEN 1 /211 = 1'-091 KIE-19 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH KNEE SPACE � 2'-9" 2'-6" 3'-0" -2 1/2" FILLER 2" FILLER 5 MASTER BATH 1 /211= 11-011 2'-6" 2'-9" 1 1/2" FILLER <V N 2 N o? 00 00 f SHWR HD VALVE 1 1 1/4' tNU F'ANtL 2 KITCHEN,ISLAND 1/2 -1-0 6 MASTER BATH 1 /2 = 1 -0 12 FOOTING SIZES AND RE -BAR UNIT'2386 - A'- BUILDING SECTION 3/1611= 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" r BACKSPLASH 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" ;ES AT 3S) VN )N 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 FLR FF 2X4 KN WALL T 34 1/2" Zo N o c 0o 4 O M 3 KITCHEN 2'-9 1/2" 3'-4 1/2" 8 BATH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR Oo in WIRE SHELF o 9 "HANSEN" BOX 220 VOLT ,-----r--- ----�------- J --- p --- ---- W LL LoJ- 14 1/2" X 16" DRYER VENT RECESS 9 � I I I I M 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 4 �/2 LITY 1 UNIT '2386 - A'- FRONT SECTION 3/1611= 1'-011 ELEV AT 1 O.P. 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 _D w = w F- U mow. LL W Q ¢ U) o W _ a ¢ >20 zo v N 111 O 0 J t: w Z J LL J ¢w�00 ¢`/�a N ¢. _ ' 04w ^ a vF �y any w in O U-) = m f--. z ��yy-r}+5.�' \mot o;L'�'` a`•,4. N ze) = O W k` , Liw ` T `M� z LL LULL/ �sI7� C.1 F- O W w WLL=0 t .� C� r :s�O woF-OF'¢ U Z LO 6 o ¢ _ V a WZ�Z_ I�_� 0� yr y W J (n T m F- F- ¢ E (Il > 00 M O \✓ } 1141 Q M ; N O p� M N E o W z O 2 0, O LLo m �N w Q!:� O E cM �LLI N W O~ W NW C7 W WF-Q Of w0�J<O��t a'QmQ~za' z iUO�JO < Q U Q I— ?�O§ZLLL, a(n j°waUz0l00mzz 0_z2o F-Q� 2 000 O Z �Oa�zYOZZLLo¢0of ¢� W OwF¢�—�w6mUOQ 0W Q 0QZa¢ LL¢ O �¢U_ O O N Z 0� > (n O O QWQU? F_ co Q U Q oo Z � W W JC:) O mi V_ 0 (V i (V i 4 O C N O j O 0 Z z z O o W��> Wwv� 0 Uo�o a) J � 0 / w O W w Q L H ♦♦^^ VJ � I—m=)< =F_-rZ zo w Z ( � ww20 V Z w ,^ n-zZLL r� W Od W O Q re)�Zz z (y �Qo Z U M_O W A 7 z z w J CM o (Y) LAST PLOT DATE May. 24, 17 0 A - INTERIOR J i 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 R308A 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. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 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 ITEMS 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 RAID) 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: 1. 1. 1. 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 TRI1-02. 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 ed. (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 ad. (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: 16.1. 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 C-I-P CONCRETE NOT EXPOSED: 1 z" GROUT FILLED MASONRY y4 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY 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) : 3 1/2" 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 F'm = 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 15132" 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'T 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 A36136M 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 sn which identifies the termite treatment provider and need for re -inspection a lAreatment 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 heads be installed 1'-0" building spray shall not within of the side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between final be less than 6 inches. wall covering and earth grade shall not 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 R318.1.5 - n rete over our and mortar along the foundation perimeter �a must be remove ore exter or sotreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-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 = II 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +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%4' 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. D' =W �0 W ~ W Q Q U) Q WaQ p � = Z Z p N N W00 Z gQ r " to W UC.4 _ `t W Wr i v r O co to _ o H W a" Q I-z 0 in p_/� = 4�G'Q ry i IeLD r ylh; "•= Q ZUj t] WCD , I- O fig_ yeti t] Up .G mZZ W (n I- J �- CAW =0�m HH Q LO E >0M 0 A M d (AN � 4- y_ O ao y a N V M A� E L t o W Z) O U o 0 O v- o Q •^0 LU QN s V W L 0o E^ a W W W LLI v7 W 0 F- WI.-�¢ i�� W ui §YZW Z O �Z) C)�W<LLVO0-i0 LL Q Q U Q < CyX ZLLLLOZZ>Oj0E-QQ ��OZOtY00mZZ I- C1 O O �Oa>ZYOZZLLpW( V (n Z ¢�WOg_H�-�wp�U�¢ YQQQ OLL Q o 0 m� LL N Z 0 F- U) O _> CO CQU)C'7� G (/5 L ti (M aUa00 Z W W _jC:) 0 co T_ O C14 Cfl CV 14, O C .N i O 0 > Li / O Z Z LLIWW Ur_ > L Q Uo -� Q / W 0WWM 00- Me U) �� ZW~~ LL �mQ o = Z H = Z o Z Z 3: Z o -Z LIL Q H O:5 MO- W .. Z Qo Z U U O _ M W SNO Q Z Z W -1 CM o (Y) LAST PLOT DATE May. 24, 17 O STRUCTURAL J DETAILS INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R4.1 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. T-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. 154" (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 S 2CREWS PER AL BRACKET (4) HURRICANE 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD W W a C7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) U-0" + + + + + 6'-0" + + L +++ +++ + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + ++ + + 7+' + + + ++ + + + + + i + + + + + + + + + + + + ++ +++ +++++++++ cr' 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. 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 panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x FILL CELL--\ STD. 90* HOOK r-- BOND BEAM W 11 j STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR F #5 CONT. FROM FOUNDATION TO HIGHEST ---- I BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 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 we stiffener 2"min. required when indicated or 4"max. 2x_: 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 y8' 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. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or „ over squash=20 blocks and beam below 4al d bearing wall must stack over Non stacking walls wall or beam below.* king and wall or beam below.* require additional consideration. Check � Joist local building n joists meet over wall, provide code for appropriate �1/16" " minimum bearing for each. I -Joist can be offset details in1--One 10d box up ti al l avoid areas=20 of high or--20 sinker vertical plumbing lateralload. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for for each lapped joist.blocking panel *Non -stacking Squash block) 10d nails SECTION INT. BRIG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. QD Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6" 2 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1%" . W 1 - * M a IM fl n tei . 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500sw 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" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. .6 X Joist p depth I -JOISTS BUCKETS N.T.S. USP MUC 5/8"a THRU BOLT US ML R TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL e SLEEVE THRU STEM .Aa SEE PLAN FOR--'°• a . • •, FOUNDATION INFO a- STEM FOUNDATION GRADE REINF. SEE PLAN a a iEd if . X a I —I I I-111= rrF �I�IIIII III—'' �A/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 UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d- a Q 1 I 1-1 I I=1 11=11 . —111,�IIIII�11 � �. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a - a 11wi,,V11 =�° 11II�I 1 1 F I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE i z •a • . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ad in,a i`=I1=1G-II-'I— Ill- a SEE FND. PLN. SIZE & REINF. m � = W F- W F- WILL Q a ~ WIL = C)a N >�� Z❑ Ow N W°UO WZLL� QW aL�I Qk s. - �, o o0 eta =0O~ a�zo = O � ►- Q W s t._p W y� z z �OWui � ,. UJ x u- Z 0 U in° 6� t - 4 b" i i� `'N E� C. 0 z > m��z, — LU Y a LU LU UJ 0m HH Q - E in M M N /1 .� our°-4� .- t pMj i L p :3 0 2 o } Tr .0 C s�6"°' Mtn W Q� N C ^' �Q � W W C)u; vi W0H W I--¢ Q' ��~ZO' z 0� °O Q C� Q QO�JU) n"V A� �c�x zO u 0z20O�a~ F- F_ U' 0 0 (JOW90 0200mclz �0a>zYOZzZ LL W09CL U) o Z QoW°�_��—�Wo�°aQ OQ o pQz aILL H O Z W 0 F- (n O H M O Q U) co �C�� QWQL? cM T- oo Z 0 H W _I O (0 O O N i O N O � E a) O O > 0 Z z z0 W cn UoER0 a W Od=Q rV/J1 H- fig erl W00 =I-OZ go ED 3. }�ZW 0- Z Z W W �a2w C)a M vU)Z� z N �Q0 Z U U � a _0 W a z z J v M (Y� LAST PLOT DATE May. 24, 17 0 STRUCTURAL J I DETAILS 12 (TYP.) VARIES INSU (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" 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. SN1 ELEV. VARIES j 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" U, N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 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 U.N.O. CELLS (SEE 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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N ' '_ �_ M -III=III=1 I r.° L I °° 6 MIL VAPOR 111 II I D DI III=III- - `-° III - BARRIER -ITN" ' D r 4 I I COMP. SOIL. I I I I D • I Ell 1 (COMPACTED TO 95% =1 I I I =III=III 11= MODIFIED PROCTOR III III III -III -I I I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA__� SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14I' PAVERS -VO.H.D. RECESS M SEE A/S3 OR J/S6 --- -II-I III -III I I I 1I11= II 11—iil I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) If 1'-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 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) ° I D� D D I-1 T ✓ ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT, > T-6". 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 6x6W1.4xW1.4 WWF OR FIBERMESH -1IIII1=1I1=' .1 o II III-III=III r l 811 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT (`GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SCALE:3/4"=V-0" S3 SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. r 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK "' ELEV. 0'-0" .11 OIL A.F.F. d � _ d C'D A, V d d. a. a aQ a ° 4.. ELEV. -0'-31/2" A. aF.F. °o a 2x4 CONT. a: '. ILL _ CD d GARAGE DEPTH VARIES d. .a d' G d GARAGE SLAB AT STEPrB SCALE: 3/4"=1'-0" S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. Vx P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY D 41°O ° I=1 11=1 11=1 I I-1 11=1 11=_� III-II1-III-III-III-III Z _ _ _ _ • � � ° I -III -III -III -III -III -I I � NOTE:III-III-III=III=III-III= N *FOR BEARING WALL I -III -III -III -III -III=' r W/ UPLIFT ONLY 1-1 I L7771 I, ,—j 11 IIII—III—III—III—I1I— I— I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS � TO M ' N 1 4:a a11 ' t a o. M a i' 1- ' �-il _I I J I 1=-I I I� I ,' •. ` .' ��' � . I I 1=1 I � "-" -I I I k 1111III SEE A/S3 OR J/S6--� -I I II 111 II„I 1 I III I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° 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.) 211 �31/2" MIN. D p. , D W °D 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. > 8'4"° INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min.) - 4" I r 1 I -III III -I I I- Ell, I I=1 I I III=III =1 I I=1 I I III -III I �' (2)#5CONT. 11 II „IIIII�III11�11111�111 I.II" 4" 1'-4" 88" U.N.O. MIN. TYPICAL BEARING WALL aC� STEP an SHEARWALL "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 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24"Fx x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR @24"O.C.) 2116W1.4xW1.4 WWF OR FIBERMESH 31/2" MIN. 00 31/2"(min.)-4"-1I1-1I1 4 I -III -III I�I I�I �II- 1/2"(min.)- 4" - I I -I =1 11, 1111 NT (2)#5CO. I I I I-1 11=1 I I 141,1 1 �11111��11411�11111�11 I I I -III I' 1I''811-1 U.N.O. MIN. roos�G��v 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS __111 SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. X, o s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C \ ✓ ,Go l C THIRD POINTS INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° _ e —1�1=14, FINISH GRADE °° 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] III -I -III 6 MIL VAPOR BARRIER -III III D 11=III=III=III=_ _' -1 I I I I ° ' III -III -III -III-_, T Z #5 REINFORCING BAR III D. I I -I I I -I I I -III -III f #5 I AP SPI ICF COMP. SOIL. (COMPACTED TO I I II I o D- I I-III=1 1= 95% MODIFIED PROCTOR ASTM1=111=111=III=I 11=III=III- D1557) III IIIIII IIII IIIII IIIIIIIIIII ,III-1 411 1,_411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 112" FROM SLAB 0' -0" CONT. BEAD SEALANT < Q a. ' a INTERIOR 2X STUDS @ 24" O.C. U.N.O. d.. -31 a 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 E = 6 x 6 W1.4 x W1.4op `I ' c M WWF OR FIBERMESH M 6 M I L VAPOR 1=' 1 1= I BARRIER —1II III ' I1 1-'� III'i =1 1=1 11=1 11=1 11=1 11= 1�1111111111- 4" j 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 Iv 10.1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH (min.) 4" a , a a d GRADE 00I-1 I RZ, I I I — I I I I I I a I l l REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH I M �M - I I111 III III; ao - - a' ° d a : d Q I M I I I I a a -III I =11 I, ,I 11=1 11=y1 11-1 I I, ,I SEE A/S3/J/S6 4-r-41i 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS C@ S.G.D. K�m SCALE:3/4"=V-0" S3 TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-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 � D w cn 1=III-III=III P g ' I -III -III I I -I • -III,; II1 111111� I. (2) #5 CONT. III,=I ON 3" CHAIRS (TYP) 8" 11.411 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 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 8" III -I 11 EI I I -I I r a III III -III -III-' r 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 _E CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE c� ~ w ; II III1=III1I II III _ ,._aa I Z-�=III1I111==I dI I-11. II11=I=II-11 I111=-dI , I 1' M WQ0 _ I I0 W �a ' I=1 =III=III-III=III I I III=11� -; DOTINGLu -III I I 1=1 I I -III -I 11=1 I I III -III -III- 11-III-III-III=1I I „II ...III-1I I-' BEYOND PAD REINFORCEMENT—/' -III-III-I 1-' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 = W w LL w Q Q � o N W a Q Z ZQ N w010� of0O ow �Q I0 W Z LL J .N- LLB , e` o 0 —w a _~005 HOHw W } �Cz Z u- p 0Ww LL IL 0 W p O QZ Lo 2& �"V ~ - - i f wz►-Z w cn I- o cn w: w Oo 0 n` E W L ch ry N , N V Qa°° ya AA'' E °L C � W :D 0 2 o °��' U � .N w Q� W L co Ecm" rn - a 'a W (D W 0W u� wow w�¢ Wg-i a,Q za Z Q�m it u-UO0, JO Q Q V J<O: oa Q 0 Z LL ILL _j z¢¢ ~ I- (owawinwwwunw�¢Z -1Oa0ZYOZz" (AILL Z pwO�a Qow��-�Wo�L) 0Q p O 0Qz QLL a O Z W 0� (n O 0 M 00 J Lo LL d' Q W Q � I-�a.M T_ <U<00 Z 1— W W �o CO 0 0 N C3� N d' 0 c � o 0 >� Lo 0 Z Z ZO Lu Wwu) Uo�o >_ W Oa=Q wl-� V J LL ~_ w ce =I - =z Q �Z3: V � � Z kJo Z Z LL r W (� O-12W 0 Q M UL0ZZ z (V Sao Z U U � co Q z z J co o (Y) LAST PLOT DATE May. 24, 17 0 STRUCTURAL _I DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ V/ 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 0 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. 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 II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD II (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID +POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED II 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 • 5/8 x 10 J BOLT @ 24 O/C MAX W/ 8" EMBEDMENT 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 BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH 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 MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. �14 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 8" STD. 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: 0 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J _ ¢ r w \00MIll T- o 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 8x8xl6 C.M.U. GARAGE DO C GARAGE DOOR ROLLER CONNECTION ASSEMBU .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET _ GARAGE DOOR TRACK SCALE: N.T.S. ° $ POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI 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 INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ ❑ SOLID AREAS ARE STEEL AND GROUT 1* DOOR OPENING ❑ ❑ DOOR OPENING A❑ ❑ ❑ ❑ 11 ❑ 11-11 Fo] 1 ST COARSE 2ND COARSE V 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 rD SCALE: N.T.S. S4 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-314", 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 d a ° ° ° DOOR STOP W a MOLDING U dz< ° �T Fn 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 EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE a ° 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 it sF ENO 2x CRIPPLES @ 16" O.C. WI (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) (2) (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 'r-1 GREATER HEADER —(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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 NP ** HOLD DOWN CONNECTIONS N/�,Q NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 Ubp 2X STUDS @ 24" O.C. A I /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P USP SPT4 G C P.T. -ATE 12 (�'P) 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)�P.) USP HTA20 @ EA. STUD •/ MAIN SPAN MOISTURE BARRIER ROOF TRUSS ALL LATH AND LATH ATTACHMENTS TO UPLIFT CONNECTOR BE OUT OF CORROSION -RESISTANT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) MATERIALS AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE - 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 4,9* SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ [Al16d TOENAILS T06P 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. �54 F= 2240 LBS USP n nor or i + SPT24 or or i 4 IT - SP SPT22 USP SPT4 10f ST - M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 �. IL ° 2X8 P.T. BOTTOM P TE USP SCALE: N.T.S. 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 30LTS @ 24" O.C. CX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SPT24 SP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING USP SPT22 SP SPT4 EllNAILED a. ° °a a. ° 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING 0 C -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED I!A TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 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 P T4 PLATE) ALTERNATE: 17 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 U) of = W F- U w � w ¢ ¢ 0 r o W fL > = zo N N W 0 0Y fYUO ow gQ s =H U) ? W J - 025 0 =m�F_ _ O ZRz � .� ��`'W ¢ Z '-' CL F- 0 w ��o�>. I yr `„ 0Wola. w 0 UzLo W WZ�o -.. �Q W fn H J =0�0=0 fnW 1=-F o Q (D = OLO E uU ((n W i ,-0 �,•� N 5 A' L 0. W 2 0 S o �} Oro Q t U NzFr •^N' w Q W L p Em rn a -0 W W C7 W ow WoF- Wes¢ �� w� zo z fY0�LLoo'.�0 Q (� Q <ox�zw 0202011 ow�oZoRoomZZ -QQ (�00 o d�ZYwZZ�w<0 (n O z QOwO-M � OQZ�¢ W Q 0m O= O O 04 Z O IW— > U) O 0 co 0 co O L.L It U) QWQL? t'M <>-<oo Z W J O O O 04 & 04 d' O to W o O > Ill") O Z Z !2o W to J �0 Q a- ct F�1 z~¢ vJ U. w < 1� = ca I- O z v Z J CD i'mZly to w W 0a2 W O Q M vDzZ z �Q0 z 0 t� g MO W Q z z w J v M LAST PLOT DATE May. 24, 17 4-0 O STRUCTURAL J DETAILS USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 114 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 7771 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 lz TO BE 7/8" THICK FINISH 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 1/4" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD 4 FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM �WEEPSCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION j 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 TOP CORD BLOCKING 45°± Z FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" 0/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END GYPSUM WALL BOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 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/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj 1A ON SHEET S5.1 _ r FOR X-BRACING, AND TOP CHORDco 00 N BLOCKING fO INFORMATION 11 ' WOOD TRUSSES co co 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF 1 1 2 BOTT. CHORD FOR 4 ^ /� TRUSS SPANS ATTACHED W/ 2-16d��1 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 = 4 1/2") OR EQUAL TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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 1/4" 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 NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION RUNNERS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 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 @ 24" O.C. 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 @ 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 CEMENTITIOI " 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 BLOCKING 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT 2x4 7' ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx: @ 4" O/C SECTION rT� SCALE: N.T.S. S5 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS TOP CORD BLOCKING FOR BACKNAIL W/ (2) 2x4 OUTLOOKER FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ NOTES AND NAILING EDGES OF SCHEDULE FOR SHEATHING TYP. SHEATHING DETAIL USP RT16 OR "L" BRACE TO EQUAL @ EA. 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" O/C FOR THE ATTACHED W/ 10d NAILS @ FIRST (4) ROWS OF 6" O.C. EDGES AND 12" O.C. TRUSSES FROM EA. FIELD END TYP. TOP & N NAILS 15# FELT BOTTOM ATTACHED PAPER BACK METAL LATH PARGE COAT OF W/ (2)16-d TOENAILS CEMENTITIOUS FINISH TO NBE 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. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - 16d NAILS @ 24" 0/C WOOD TRUSSES 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" (2) 16d NAILS OSB SHEATHING ATTACHED • W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 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) 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 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 11 MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL 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 o_ 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 @ 1-1 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� 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 BOTTO CHORD BRACING 2X4 MIN. d Lu w o ' 0 �z o w m o 0 v zip Q o Q 9 Li NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 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 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 F w Q LL Q � O > lj CL Q > 0 = Z❑ N N UJI Q O ow._ Ln z ^J F 0000 _Mw W r 0Nz r u') QF-ZO �0 € �oow z } Z w F-OwLLI �w=0 6?' w0HO >o �Ln zaw0 - -� wz�Z U p J �Q p cn w > 0 > ca H i- z Q 0 "- E _W L 'O U M C'j 01-0 D 4/ D 0 ` 0, O � 1 0) •N W , N o Ec" D i 7 V — a W WwQ /V W 0tL ui ¢m¢ wOf- <Xz �0- Q (� QCfn� J O x-LM0z0 0(nWnzLU5w LLU0Lo.- Ozp2¢00H�oLLoZ: (WowLWwWF- Qi -1Qo Q W OuZ z� Q LL �g QOw�< 0of wZj LLa o QLL O N Z 0� itnO M CD I: O U) Lo J �(U)ILLti Q W Q Ln M aU<00 ~ C WZ J 00 d' co F 0 N i N 4 1 '0 N O 0 >� Lo 1 O z z O � WWU) 0 Uj�o a >_ W Oa-=Q rn U.w Z W!-F- V/ ~m0Z (�O3wZ V z� �zzu- w O_j2W O a M v�Z� .. z N �Qo Z U O m Q z z S5 w I;r M 04 04 (Y� LAST PLOT DATE @ May. 24, 17 4_0 O STRUCTURAL J DETAILS INSULATION — BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" 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 7/16" 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 lx2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/(4) 16d TOENAILS TO TOP PLATE 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 w = 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" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ SHALL THE CONCEAL S6 S6 SPACE NRTO AP ROX. EQUAL AREAS.DIVIDEFTSTOPPING ` FLOOR SYSTEM ETAL SEAT ER PLAN - p - OR FELT PAPER FOR - - MOISTURE ° I BARRIER 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 c E <V M 6x6 W1.4xW1.4 WWF OR FIBEf 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY d STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL Lu 0 4"x4" INSPECTION PORT AT w a EACH FILL CELL TYPICAL W cn AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 I , ,III —ICI 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"=1'-O" USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-1 Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- 0 BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1 st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-1 Od x 1 112" 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 1ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: *USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS [a �1•� "T" "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 FLOOR TRUSS SEE FRAMING PLAN 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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION 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 @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4)1/4" X 21/4" TITEN SCREWS TO MANSONRY 1 I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. (3)2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -1 Od NAILS TO STUD PER STRAP SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) o SCALE: 1 1/2"=V-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 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" F2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d ° e aa. 4 l I I I r 10 �ImIIIII�IIlI- (3) #5 CONT. ON 3" l8" 1 V-8' J g,, l CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTIONrS 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 NAIL ING 1 OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C 0 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 LLLOD NAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL ONO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" O/C JOINTTOP PLATE G I BOT. OF TRUSS) NO 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF JOINT BLOCKING IS REQ'D. SAME NAILING PATTERNREQ'D lAfAI I r%l lr-ATI likir+ lAlflTAl I f% hIA11 IA le% e%^l Ir—M \ 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" x4" 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: a. CV.° M (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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/S6 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 @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL INFORMATION. V S6 U) = W U u_ wQ a U) o N w � ¢ �20 = zo N wO O J to W moF- _0NzW O S * " el �z �z LL p W ui-'^ 2p . � O U z W •�LLI �w=o J 00 (n y ¢ E (11 > 0 M o w ' Q mN 0 x. N - to V -0DOM �M E r W O S coAA,, o 00 Lo a U 2N U w Q� V V a a LLI (� W ui vi w 0 1- w~Q �g� Q � zw Z O Q V Q aD--I�O��u-o00, = cy X z 0 L o z OcnoOzpER00C-0 m��¢~ U ��C (� z �(D0 W Zz"-pW� QOWOg��-g_wp2U�$ a LL �F Y ZQ g ¢ U-Q O w O O N Z 0 �-- i (n O 0�..=MO z Q co LIQ w LL U � � 0- CM <Uaoo Z F— W W -j 0 O N N i 4 0 L (D o L 0 z z wO � u) w Q U?�o ~ / W O w W � a- :E t� /� ZW~W < VJ co 1..e y O Z Q �zo 3: z W 110 aQZQ LL r� W OJI2z a M U`nzz z N �Qo z U V O °- W � z z S6 W J M o Co LAST PLOT DATE May. 24, 17 --+ O STRUCTURAL _I ff DETAILS —MONO 11 1. .,I llol 111111j.1 I II'.::E31111ARIEi 1 J _ I. � _ i I..__ I F1--I .._.___.._ � 11 i { b _ 11 Ai I1111 1 —A I' :1 DOOR JAMB (REFER iX4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 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 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"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16 O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH 11 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL ix4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-Kl 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" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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 X4 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 it 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� - SECTION A -A 81, 1/4" x 3 1/4" 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION SE WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 11/4" MAX EMBEDMENT INTO K.) 4 2,41 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED 7/16" OSB ARCH PANEL x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 7fq"`2 BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 4' MAX. RAD. ARCH DETAIL rK B_B 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 WITH 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. 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) 170 MAE 'Mr. EXPANSION STRIP PROVIDE 2x CONT. W/ (3) 12d NAILS 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 REB, (T1'P,) STD. 90' HOOK (1 31L EJ/iZ 1 7/ 5" FIRST 2 COURSEJ LNOTCH WEB AT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4' x 21" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND (4) 4" X 1 2" 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 3 112" 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 , NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" 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 GRADE M r� 6'-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS �i F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) THE S x0 TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL I IAIAr'r`CDTADI C IAICTAI I TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. Ste+ 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD aTy 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 --,PP cuPFT n2 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) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. AND IDGES AND LED W1 8d OMpMONFIE O. LD� �BOTTOM PLATE W/ 8d 4" O. 2 ROWS STAGGERED Y2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB B TTE: P SHEATHING TO TTOM OF BAND P 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 FILL 1st4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. -' 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 SCALE: N.T.S. 41 Y > D D ° ° D #5 BAR DD D' 10 o D Q ° 4 CENTERED W/ 9T H D IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTINGI'4 D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I ° _I ° CLEAN FILL D °. D DIRT 6 z ° STANDARD o 0 99 HOOK �+ #5 BAR IN FILLED CELL -, - �,- ° e °•° ° v� - ,or STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAILS 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 EXISTING BOND BEAM 0 co a 2 FILL CELL FULL HEIGHT W/ o v NON SHRINK GROUT. w J a-u- A 1 13 g v 5X6' EMBEDDED INTO z EXISTING FOOTING N DRILL 3/4"X6" MIN. HOLE / SET BAR IN EPDXY -1 11CV/" IAI /1/'lA il" -1 SAW CUT -�— EXISTING FOOTING A SECTION 1 SCALE: N.T.S. �j RETROFIT FILLED CELL DETAIL SCALE: N.T.S. U) ly =w w LL w¢ 3r, a = 0 aa ~ N N Ill �OUp Ow Q _. `o J i Z LL -.J w TUi 000 �a ;z — O v Z <, rY: W. >-z 0 Lij 0 w 0 F- 0 Z U Z U-) U y Q=(D wz�z (D❑ J_ ❑a ❑ U) w 2wF= —❑�m LU I �F z Q 0 4) h E -0 W L 0 m N W f�♦♦ G N V 1 -� 10 L L O 2 o u- O o R ¢Q t �� }� "(A w Q v W L �M 0) w WQ �W vi w0� 0�zl-Q Zp��U0��0(D <<<OxJZ��OZ�pf-QW0 Q U �w�nQ 000mz Z0w Q U o �OZ �(w j�nLu zLL�Qp Q~Wp�1a-�Zwz � il 2L) o D�Q� OLL Y Z Q Q O N Z W 0� (n O �F-MO Q c M U) LL ti QWQL? - w 0- M Q >- Q co Z 0 H W W JC) (o 0 N 1 d7 N 4 0 c L O 0 > Lo O z z aO cu co C V5E2o ❑ a >_ UJ Oa-=Q ♦♦ ^^ vJ 1--1 Z W F- � ~mOa H = Z � `=�1�"11 v Z > J r 2 V i-�z �JoZ Z ILL w 00 O <�Z O Q (� V 13- `nzLu z z N Sao Z U U J MO W z z J v M (Y� LAST PLOT DATE May. 24, 17 f+ O STRUCTURAL J l DETAILS-RETRO FIT THEN WRAPPED AROUND STUD (USP � t MTW 12) 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" 41 STRINGER MUST MA CONTACT WITH LAN 2x4 CUT r �. DOES NOT BEAR IN WALL GLUED TO 2 F x8 ALIGN THIS STUD WITH FACE OF 2ND RISER 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 B2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C F-2x4 SYP BLOCKING I PT NOTCHED INTO STRINGER FOR STRAP (USP MTW12) BEHIND D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS STRINGER CONTACT POINTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL -0 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON - SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK -2x8 SYP GLUED AND NAILED TO FRAMING 2X12 TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = 1'-0" Nx8 SYP DRYWALL STOP MUST OT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SCALE: 1" = 1'-0" ER SECTION VIEW "E" SCALE: 1 = 1 -0 E SECTION VIEW SCALE: 2' = 1'-0" 4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH -RINGERS x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLY\A ON DECV -2x8 SYI AND N/ FRAMIt 2X4 BLOCk A u 2X4 CUT ON BEVEL GLUED - AND NAILED TO LVL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER-7\ rSIDE) TO BOTTOM EDGE OF 2x12 i STRINGER TOP OF STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR FLOOR GIRDER PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST OR 1 4 x 16" VL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /AI1x UUIV0 1 1%UU 11UN UC I AILJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X B USP (1) u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTI ON VIEW "H" SCALE: 1" = 1'-0" U) a� = W w LL w Q a a N W d a �2 o = Zp IT cV of0UO 0 w W Z LL J C14W' LO co =Mrs -O0 ?p$LO ,; _w a�zo =-0co 66 z �OWw LL ` ; ? � w p F- O 0QwU ,w W (9 � � wcoF-J Lw =0�m I=-F=- Q �1 o M W �0 O MN01) W t' N r E - 0 O _� o O 6o a) U �V) w Q� L Em rn o Q -0 W w 0 W �W tq WOF- LU < Q-'gF- W� w za Z ��JQO¢0QLLUOOJO Of a V a <OX'Z��OZ�O0E-Q< OWHOZO200moz 0 O O (n Z �Od0ZYOZZ�0 QoW°��-�zo�QOa. W ��nJ OQ OQZ� LL LL O O Z W O � > (n O (O O M O LO CQfnM LL � G Q W Q LO �' rY a M zC)<00 Z F_ z� w W J O O O r O CV O (V O C N O O % r LO 0 Z z O W0 oWi5 Q a > LLJ Oa=Q _ WFW F� V/ LLZ- =F-Oz Q v III z 3: J � Z fr �ZZLL W 00 o_�W O a M vLZZ .. z N F- Z U U J a M_0 W z z STa W J qt CM CN CN M LAST PLOT DATE May. 24,17 ma 0 J� 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 • PC 8" PRECAST LINTELS = 3500 PSI • PC 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 + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST -`BETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-0B BF24-OB 8F28-0B 8F32-OB 0-18 8F12.1B 8F16-1B BF20-1B 8F24-1B 8F28-1B BF32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-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) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 1 4383 5061 1238 2177 3480 5381 8360 10394 37 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 37) 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (38) 4754 4 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 1 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 1 2127 2630 442 706 1002 1326 1697 2127 2630 (176")NR PRESTRESSED N.R.14'-8" 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 IT-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 2V-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 1 315 1 550 1 784 1 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 -*Rd" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB 8RF22.OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10.1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-lB 8RF30-IB 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 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 1 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) T-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 1 2253 3129 4150 5891 (47) SAFE LATERAL LOADS FOR R" PRECAST Pt PRESTRESSED 11-LTNTFLS CAST-4496" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN*. CMU T-10" (34") PRECAST 1293 1642 2135 T-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 Y-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1VA" (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'-8" (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 8" 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 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12 iT 8F16 iT 8F201T 8F241T 8F281T 8F321T 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T T-10" (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 1 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 1 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23) 1021 1634 (12) 210411) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113415) 147415) 181XI5) 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 1 599 1028 1422 1738 1 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14)1 936 (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 1 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 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 (13 909 13 1052 13 230 364 609 897 1224 (8) 1562 M 1801(14) 17'-4" (208") PRESTRESSED 187 255 404 12) 520 12) 637 (12) 754 12 872 (12 192 303 500 732 993 (8) 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 11 446 11 546 (12) 646 (12 746 12 166 261 424 616 831 (8 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 30611) 39311 48011 567(11) 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378(11) 461 (10) 545 11 629(11) 137 221 508 681 (7) 661 13 997 13 24'-0" (288") PRESTRESSED 124 175 N31610 341 10) 416 (10 491 10 566 10 124 200 450 1 600 75612 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 8RF6.1T 8RF10.1T 8RF141T 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-1T 8RF6-2T 8RF10-2T 8RF142T 8RF18-2T 8RF22-2T BRF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 4'-6' 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 5'-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 ( 2442 (6) 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640(15) 1980(15) 2322 16 395 1 589 1135 1 1514 1 1893 1 2272 1 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 O UNIT '2386- 1ST FLOOR PLAN 1/411 /4" = 1'-0" O X DF POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE c � U01 o 60 o° o 0 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T O � O o= _ 0, c G 8" PRECAST LINTEL W/ (1� #5 HOR CONT o c 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 L 1-1/2" CLEAR �' - C.M.U. J Z L - In J -_ _ (n J J wu -w� #5REBARAT o w O� ~ Z J ° BOTTOM MIN. (1) tea' LL U 0 ; REQ'D z o w ;° 16 GAUGE POWERS 12�a ° STEEL BOXED Ln O� 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. J z H GROUT m: = 00 z uj #5 REBAR AT BOTTOM ° OF LINTEL CAVITY o 0 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) =w U w w ~ W Q LL p N w_ n Q Zp v wow QUO OwLO gJY W Z LL. J Q W �f U1- _ o LO LQ o Z ANALL Z' Q V p - Q }ZOO F-Oww 7= ALL=p wO Ohs O p U Z } < LU Qom'.71 U) W U)J _ m ►_- H Q i >i E CD 0 W VJ ' M N 0 N N V Cf 00 °) cM -• M fY,/1 0� L p LL_ VJ O o m Q s � C3 } •tnn, u w Q- H W L 0O Ec W W (� W Ow uS Wes¢ �2-j af02-j<0< WOH 0g zIx Z <�U00 JO Q V DF- ?Ox-1 W 0 WLLIOZOWOzooZ? OZ200�QF 0 U C/� O z �OaOzYOF--Z-oWOW Q�WOw Fn wW6p 0 CL OOQ 5 � 0 <W LL �Qu- O O CN Z 0 �-- (n O _i O 0 L-.� (y) O Q �) M a- J �LLd' Q w Q Ln d co r Q U Q 00 Z �- Wz W J� O CO O N N O C j O '' ^) u J 0 Z z ZO � Ww�> owcf) 0 Uo�� 0 a Z W r^ VJ I-W-1 L ~WOQ = H = Z Q O Lu J V 0 2 Z � - Z Z LL1 O � 2 Z Q M U�ZZ z N ?QO z U U � 0 m 11- Z 2 Z J IT M o (Y� LAST PLOT DATE M 6/?4/241717 4-0 0 STRUCTURAL -� 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)#51.1 (0)#5L (1)#5U (1)#5L (2)#5U DEFAIL'A' DETAIL'S' DETAIL'C' (1)#5L(1)45U DETAiL'D' DEFAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740E22859 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 29125318 5114 5114 4'-0' 2'-g' PRECAST (2) D4.5 WIRE (2) No. 3 20383722 3598 3598 4'-6" 3'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 15662859 2772 2772 4'4' 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 14532654 2574 2574 54' 4-9' PRECAST (2) D4.5 WIRE (2) No.3 11272013 2000 2000 5' 19, 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6-6" 5' 2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1 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" 7-9- PRECAST (2) D4.5 WIRE (2) No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 1 727 582 718 11'4' 19-0" 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 12'4" 11'-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'4' 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14-9' 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/i6strand + N.R. 473 473 32$ 455 (2) No. 4 174' 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) 7116 strand + N.R. 277 277 202 281 (2) No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. S N.R. 21' 4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 219 214 165 229 No. 5 N.R. 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No.5 N.R. (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED IICTATI "All IICTATI "p" I L�j " I DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLIDUNTEL -] I LOWERLINTELCAVITY [8xl 6-P-1 L/1IU] H NOMINAL WIDTH] NOMINAL HEIGHT `QUANTITY OF #5 BAR UPPER UNTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" 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)#51L (1)#5U (0)#5L (1)#5U (i)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL']' DETAIL'H' &'J' DETAIL'K' 7-10" 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 W-O" 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'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 54' 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 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2) No. 4 2831 2831 2651 2811 64' 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 1439 1075 1439 12'-6" 1 V-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'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1 149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No.4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/i6strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 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 IICTATI '-W" nlCTATI I'lrr IICTATI "Llr TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOUD LINTEL LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH] H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12'I 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 #5 (lO #5) U i U (0) L L SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF DErAIL'DE' &'DF' DETAIL'DG' 31-8" 2'-4" 2'4' 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'-19' 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 5-8" 4'-4" 4'-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 LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [ 8x16-P-1 L/ 1 U] NOMINAL WIDTH)I I L QUANTITY OF III BAR NOMINAL HEIGHT UPPER LINTEL 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)#5L(1)#5U (1)#5L(1)#5U (0)#SL(1)#5U (1)#5L(2)#5U (1)451- (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 114, 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 N-0" 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'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-19, N-6" PRECAST (2) D4.5 WIRE (2) No.3 2787 3088 3369 3369 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 64' 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'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 1 VAP 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" 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'-0" 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 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 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) 7/16strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No.5 (2) 7/16 strand + 24'-0" 22-8" PRESTRESSED (2) No. 3 (2) No. 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY [I8x1I6-P-1L/1IU] NOMINAL WIDTHJ I `QUANTITY OF #5. NOMINAL HEIGHT -I UPPER LINTEL CA' DETAIL "E" DETAIL "F" DETAIL "G" 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)#SL (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-19' 1'4" PRECAST 2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4' 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" 4'-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 V-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 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 114, 10'-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 174' 11'-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 134' 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.4 154' 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) 7/16 strand + 1368 1368 771 1264 (2) No.4 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/i6strand + 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 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8x1 6-P-1 L/11U] H NOMINAL WIDTH] NOMINAL HEIGHT `QUANTITY OF#5 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8TTxl6" 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'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' N-8" 1 7-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 N0" 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 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 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" 54" 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" 81-4. 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DW DETAIL I'D]" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1IU] NOMINAL WIDTH] H ` 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 it LI 3000 PSI GRti�'LD TOP SCHEDULE) (PLACED IN ) #5CONTIN000S REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-T cc 00 � OR WELDED) Ln LnTOM BARS SCHEDULE MIN. MI . 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 0 i M M ib � M N m MIN. MIS 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" CC (TIED OR WELDED) 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 42 LOAD TABLES 6 CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR 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 (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' II)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'4" 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 1 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 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5-10" 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" 6'-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 1 6199 4657 6477 81-0" 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 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-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 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 1698 1698 944 1546 (2) No. 4 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 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 + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 F LOWER LINTEL CAVITY [3x1I6-P-1L/1IU] NOMINAL WIDTH ` J QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LIMB CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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)U(0)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 N-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 N-2" 2'-10" 2'4' 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 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" NA" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 64" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 64" 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 H O O v v UNIT'2386' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" 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 #5 (1) U (1) L SOLID ##51) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DEFAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-C PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 W-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 44' W-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 F9'-8. 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 r1CTATl 'InArL nI=rATI IIn011 IICTATI -,mrrr MCTATI rrflllrr GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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' DETAIL'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 1000o 5-8" 4'-4" 4'-O" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'4" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY ➢F#5 BAR AT S - SILIO LINTEL LIVER LINTEL CAVITY �r [ +�+•: �_+: • I8x16-P-IL/1U] I `QBANTm NRIINAL vmrNJ t� #5 BAR AT NOMINAL ��J UPPER LINTEL CAVITY 6. DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY [IF #5 BAR AT S - SMID LINTEL I LWEt LINTEL CAVITY [8x1I6-P-IL/I (U] 10114AL VmTH] I `-QUARMY IF #5 BAR AT NMINAL HE[QLT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ -] 1- QUANTITY OF #5 BAR AT S-SOLD LINTEL I I LOWER LINTEL CAVITY [I8x1j 6-P-1L/11U] NOMINAL WIDTHJ ` QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81x8" PLAIN 81S6" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 W-b" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 914, Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-B" Prestressed N.R. 417 i54' Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'4' Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended � = W H U � FW-- I w Q L L Q ~ O LLu a Q I wow Ow �Q, 'o wz JO u- W N 00 _ O v W $�(= 1 T _ ~ W �jp� �n >� LT �; F H O LL1 W LL = 000 ULn Z Q W 9 }' , '30 W Z=Z w�2_j =O�Sm i=-H Q 0 � N t� co in v u P Al i C p 0 o 0 LL-o a)Q t uCi, )< LCli W o 0;0-0 Di oL C6W0WoXw H-_ Iz LLI �ff L� <V00 0 Q�-0LL Joz��0ZQ z,�Woom TW)WwFnZzLLOZ ¢Z - Z ¢� pWWwOf¢()-iawVZ�Q�zWoa :3 ¢gwpv O�QZW QH LL O Q§QQ t- LL- 0 Z W o� / vJ 0 0 F- M O <^u)M W Q W Q Ln z a. M r oo < UQ z w �0 0 r N I N 1 4 0 L C) O Lid Q z z Z 0 i� W W 5; Q Uo�o 0 J �0�a- \� / Lu OOw�Q /_ (0 LL z H Z) =f- w co 0 =Z a 0 J Z (V � 0 Z w ,^ -ZZ LL W W 0�.7Z C)a M UTzz z N =QO Z U U J _b a Q Z S 12 J co 04 04 (Y� LAST PLOT DATE May. 24, 17 0 STRUCTURAL DETAILS (L) O L 2 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report N CD_ C)O Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis C6 -0 0- A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 (D CD CZ (� (� O O O Q 0 - M O 114- ICU0 z _ O �J 0 L� V! U m I- o � z J z J t1 SHEET NO. PA 1.0 H D210-2 FL17232.3 ESR-3445 H U210-2 F L10655.20 ESR-2549 H D212-2 FL17232.3 ESR-3445 H U212-2 F L10655.23 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET H D26 FL17232.2 ESR-3445 H U26 FL10655.31 ESR-2549 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 H D28-2 FL17232.3 ESR-3445 H U28-2 F L10655.34 ESR-2549 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 M Q H D410 FL17232.4 ESR-3445 H U410 F L10655.44 ESR-2549 H D412 FL17232.4 ESR-3445 H U412 FL10655.45 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures H D610 FL17232.4 ESR-3445 0 H U610 FL10655.51 ESR-2549 H D0410 F L 17241.5 ESR-3444 H U C0410 F L11468.11 SI M200804 HGAI OKT FL17236.6 ESR-3448 HGAI OKT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIDKT 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 FL17324.1 Evaluation Report 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 FL172192 ER-0200 HTS20 FL10456.23 ESR-2613 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) HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf HTM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf HTWM20 FL62232 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Repo rCn t HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 H U S210-2 FL17232.7 ESR-3445 H US26 F L10655.94 ESR-2549 H U S212-2 FL17232.7 ESR-3445 H U S28 FL10655.96 ESR-2549 H US26 FL17232.7 ESR-3445 H U 528-2 F L10655.97 ESR-2549 H US28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 J US210-2 F L17232.12 ESR-3445 LU S26 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 F L 10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS206 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 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 FL1724423 ESR-3455 LS50 FL10446.16 ESR-2606 M P4F F L17244.24 ESR-3455 WM 1416 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 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 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 F L11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578:2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Repo rCD t H10-2 FL10456.7 ESR-2613 R S 150 F L17244.27 ESR-3455 H 10A F L10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 W RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 APPLICANT SIGNATURE DATE RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 � Co 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 HS FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 ESR-2613 SP6 FL10456.44 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 O SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTB FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 O SPTH6 FL17244.32 ESR-3455 tiHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 TH D28 FL17232.17 ESR-3445 H GU 5414 F L11468.10 SI M200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 ICU THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 TH D412 FL 17232.17 ESR-3445 MSTAM36 F L 11473.19 SIM200802 TH D612 FL17232.17 ESR-3445 MSTC M40 FL11473.19 SIM200802 TH DH414 FL17232.18 ESR-3445 H H ETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 w product approval number for any of th e applicable listed products. 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL1S225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic !Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf W 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 +40.0/-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 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and Hardie"lank Lap Siding FL13192.1 - FL13192.2 NIA B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 NIA Florida Metal Products, Inc Vent RV10 FL2075.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see cha rt B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 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 > 2 Do- =0 2 COL) C CU Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business Professional Regulation Paget I U) _11-4 Building Codes and Standards 11912017 Building Codes and Standards 1/912017 =3 Florida Department of Business & Professional Regulation Page I (A 2 (D -0 Product Approval Application Detail Product Approval Application Detail pppp Building Codes and Standards V9120117 C C) FL#15000-R2 Product Approval Application Detail 0 = FL#15225-R3 LL Cade Type Verslo Manufacturer Entity or Contact Engineer & License Validated By pate Date, Validated Submitted Date Pending FBC Rate Approved Status Code Tvpe Versio Manufacturer Entity o Contact End ineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Rnfe Approved Status F L#1 5332-R3 Products = M 0 %+- CU C:) CT3 > 6pproval S2 -0 Revision 2014 Therrna-Tru Corporation RckWnght National Accreditation & Ryan J. King RE 06/2&2015 0&1312015 07105/2015 Approved Revision 2014 Therms.-Tru Corporation Rick'Wright Lyndon F. Schmdt. P.E. Ryan J King, PLE. 06r,,,-42015 05�2V2015 07/05�2015 08il 912015 Approved Quality Assurance Appr ovedfor-Use, ApprovedforUse [Tnea Design E 0 Category. Exterior Doors (419) 21-98-1740 PE-43409 (813) 767-6 5 Secl Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Category- Exterior Doors Subcategory: Swinging Exterior Door Assemblies (419) 298-1740 Management Institute (813) 767-6555 rickv,4 nA clgoonSij�_ntsr Subcategory: Swinging Extenor Door Assarnlblie,_ r ic kv�@ rvyb I d g c o n a -Li ft- nts A SERIES A20 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, t2f31=17 No Yes No WA U) Compliance Method: CerIffication Mark Listing Compliance Method: Evaluation Report from a coo xo, XX 96&quot�X96" CU or Com F106da Registered Architect cv a I toonFed Florida El SERIES 420 ALUMINUM SCID REINFORCED SERIES 420 ALUMINUly! SGD REINFORCED XXX 1211-1/2017 No Yes No rVA vJ F L#1 5225-R3 Products Professional Engineer 143&quotx96&quot. 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 11 =1 /12017 No Yes No NfA Quality Assurance Approved for Use Approved for Use Im pact Destorn 146&qucfxg6&quota Seq # 5 Product Made], Number or Name e. %quot'Sirnooth-51ar&qoct; and " Benchmark by n D Product Description Contract Expiratioate In HVHZ 818 and M Opaque and Glazed Fiberglass Door with 12131120211 No Outside HVHZ yes Resistant No Pressure NJA FI_#1 5001 Products r)uality Assurance Approved -for -Us Ant -roved for Use I act _DS5jAn 8 SERIES 430,i440AI.UMINUMSGD SERIES 4301440 ALUMINUM SGD X, 1261f2017 XX 143&quotx80&quot, NON -REINFORCED Na Yes No IVA 6 Therms -Tru&quot, f &quot.Premium Series&quat, &quot Construction and without Sidelites. Inswing and Ourtswing 618 and 8/0 Opaque and Glazed Steel Door with 1213le12021 No yes No NIA Sea# Product Model, Number or Name Description Product Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure cSERIES AW1440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 41261122017 XXX 143&quotx_%-&quo1_ No Yes No N1A 1 a, &quot,Fiber-Cassic&quot-, or &cluotSmooth-Star&quot� ft#139,8 "Nor-Impact&quot1 Opaque Fiberglass 1213112018 Yes Yes No N/A Series&quot, and &quotBenchmark by Therrrva-Tru" Transom. With and without Sidelites- Inswing and Door Wth & without Sidelite(s) - Outswrig (X, OX with Transoms Cut5wing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 11912017 Florida Department of Business & Professional Regulation Page 1 oft • Product Approval Application Detail Building Codes and Standards I/9(20117 Florida Department of Business & Professional Regulation Page I a I LU Building Codes and Standards 1110Y20117 Product Approval Application Detail Code Entity o Date Date Date Pending Date Product Approval Application Detail Type Verslo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 C.cpqy Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/1212015 03/1912015 06121/2015 Approved FL#111537-136 Code Entity o Date Date Date Pending Date IXI Yersto Manufacture Contact Engmeer& License Validated Validated Submitted FBC Approval Approved status, Category: Exterior Doors (51 3) 770-6062 Inc. (513) 519-65aw Code Entity Q 22-te Date I -Dam Pending kate Revision 2014 MI Windows and Doors BrentSillinger Luis Roberto Lomas Steven M Urich, RE 0613012015 06/2512015 C71-06r'015 - 08119 =iu Approved SubCategory' Sectional Exterior Door Assemblies rrrt,�esterfi6d@clopay.com im ygrsio Manufacturer Con gag meor & Li validgl2g VafidgW 5912mitted Egg BROMW ApE!roved Status Categolry. Windows (717' ) 365-3300 PE-62514 (717) 31 7�8454 Compliance Method: Certification Mark or Listing ,Revision 2014 CURRIES Dtvisdon of AADG. Inc Nelson Kraschel UL LLC Ted Barman, RE 07/211201 5 07121120115 07P_Tf2015 Approved Subcategory: Single Hung bsitlinger@mrod com F L#1 5279-R4 Products Category: Exterior Doors (641) 423. 1334 (305) 868,4707 Compliance Method: Evaluation Report from a Subcategory: Exterior Door Components nelson.kraschel@dooram- Florida Registered Architect or a Licensed Florida Qualily Assurance Approved for Use Approved for Use Int pa Design Compliance Method: Certification Mark or Listing up,com Professional Engineer secl # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside I Resistant Pressure 37 037 W5-09 151- 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car Cup to 9'(Y'Wde) 05121/2028 No Yes No +30 PSFI-32 I'L01 1537-R6 Products FILM 5217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B: WINDCODE&#1 74; W5 Garage Door PSF Qualily Assurance 7. roved for Use Aggro red for U Impa Design QuilityAmillEaMe AML2_red Appro�ffzdfor Use Impact Desion 426,55S. GD5S� GD5SV, GR5S, GR5SV, AR5S.AR6$V. sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Num �er or Name _f_o_rUM Product DescaR= Contractap iration Date in HVHZ QuIligg dVHZ Res4stant Pressure EDSS,ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doc s Flush, Glazed, and Louvered single and pairs of 12d3V2017 fts Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44M4 1 2612017 N. Yes No WA hollow metal doors- 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54.V2 12033112017 1,40 Yes No Ni 53 053W5-16 PAi 84A, 94, 73, 75,1500, IDO, 4RST, Steel Pan (min. 25 ga-) Double -Car (92" to 16'0" 0512112028 No Yes No +30 PSFI-30 2 M CM, and G Series Frames Three sided and four sided single and pairs of 12FZl 120117 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54)(2 126112017 No Yes No WA 4RSF, 6RST, 6RSF, 48, 42,55, 48B, 426; 55S, GD5S, vide) \AA N DCO DE&91 74; W5 Garage Door PSF frames. Tansorn frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM 7RI PLE I&I NI 12131 12017 No Yes No WA GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED55V CONTINUOUS HEAD AND SILL 108X72 NON 85 M W6-09 PAN-21`1153: 73, 75, 84A, 94, 42, 48, 426, 48B, Steel Pan (min. 25 ga) Single -Car (up to 9'0"wide) 05P21 /2028 No Yes No +38 PSFI-42 9 SERI= S GA 195 ALUMINUM IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 426112017 140 yes No N/A 4RST1, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174, W6 Garage Door PSF CONTINUOUS HEAD AND SILL 88 1/SX72 102 102W6-16PAN-2F153 73,75,84A,94,42,48,42G,,ME, Steel Pan (min. 25ga.) Double -Car (92" to 162" 050-1/2028 No Yes No +37 PSFI-41 4RST 6RST GD5S, 5R5S, AR5S, ED55 wide) WINDCODE1#174�, 1016 Garage Door PSF Cn _CZ Florida Department of Business & Professional Regulation Page I Of Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1 f9/20'7 Building Codes and Standards 11912017 Product Approval Application Detail Florida Department of Business& Professional Regulation Page 1 of 1 Building Codes and Standards 11912017 Product Approval Application Detail thgj 5278-R4 Product Approval Application Detail FL#15286-R Code Entity or Date Date Date Pending Date Code Code Date Date RdLtendmq Date jyj-_ Versio Manufacturer Contact Engineer& License Valliclatedgy Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Verslo Manufacturer contact Engineer & License Validated et Validated Submitted FBC Approval Approved status Revision 2014 Mt Windows and Doors BrontSiffinger Luis Roberto Lomas Steven M. Urich, RE 09/0112015 08131 t2015 0=0_12015 lafl&xls Approved Affirmation 2014 MI Windows and Doors Brent Sidinger Luis Roberto Lomas Steven M. Urich, RE 043012015 04r=15 0511 W2015 Approved Category, Windows (717) 365.3300 PE-62514 (717) 317--W54 Code Versio MarnA-Acture EntitV or Contact Eno Ineer & Licen-s-e Valjdatedlay Date Date Validated Submitted Date Pending F-13-C-ftmoval Date Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed Compliance Method: Evaluation Report from a lbsidingerigmiwd c-om Revision 2014 MI Windows and Doors BrentSiffinger Luis Roberto Lomas Steven M. Unah, PE 06129/2015 08l19120115 07105,'2015 0811 sr10 15 Approved SubCatagory Horizontal Slider lbsittinger@rnmd-com Florida Registered Architect or a Licensed Florida Category.Wadows (717) 365-3300 PE-62514 (717) 3177-8454 Compliance Method: Evaluation Report from a Professional Engineer SubCategory: Mullions bsilifinger@rnivid com Florida Registered Architect or a Licensed Florida Professional Engineer F LM 5270-134 EMd Compliance Method: Evaluation Reportfrom a Florida Registered Architect a- a Licensed Florida F L#1 5288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design -Sea 1 Productin . Model, Number or �GA195ALUMINUM Product Description Contract Expiration Date Out Resistant Pressure FL#1 5333.R2 Products S_ # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZResistant Pressu 4 SE R I E Pam` SERIES GA 195 ALUMINUM PWN19eX48 RN No Yes No NIA I SERIES GA 1 q8 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMMUM HORIZONTAL SLIDER 1261/20117 No Yes No NJA 5 SERIES GA 195 ALUMINUM PvV SERIES GA 195, ALUMINUM PWN172X72 42G112017 No Yes No rIdIAL QuaIjWA_ss3jrapce Am - roved krUse ApproyWiforU Impa on 72X64 FLANGE _Se_q_l Product Model, Number or Name Product Description Contract FZD!Mti-Qn Date M.-qvKz Qutside HVHZ Resirstan! Pressure 2 SERIES CA 196 ALUMINUM HORIZONTAL SLIDER SERIES GA.198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes 1,10 NVA 7 SERIESGA196ALUMINUIM P%V SERIES ALUMINUM PWN196,X48, 12i?,V2011 7 No Yes No NVA 7 1445,15,U7 AND 5547 VERTICAL MU 110 N 1445, 5347 AND 55Ci VERTICAL MULLION 112r3ij2i)17 No lees Yes NoA 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XO_x HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No WA 8 SEF �SGA 275 T 11 ERMALo! RROKEN1 ALUMINUM PVV SERIES GA 2,75 THERMALLY BROKEN ALUMINUM 1263I12017 R PW NI 72X72 FIN I Yes NO NIA SLIDER 108X48 9 SERIES GA506ALUMINUM F`VJ' SERIES GA 505 ALUMINUM PWN17jX72 RN r2 1 E017 No Yes No NIA Cn 4 SERIES GA 198 ALUMINUM XQX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XCX HORIZONTAL 12t31f2017 No Yes No N/A SLI DER c- C/) O M 0 L_ CD CDL 0_ 0 Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business& Professional Regulation Page 1 of 2 Cn 0- Building Codes and Standards 1/9/2017 Building Codes and Standards 1/912017 Building Codes and Standards 11912017 (D Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) cu FL#1 3192-R FL#15272-Ri FL#5444-RIO M Code Entity or Date Date Date Penclina Date Code Enthiry or Date Date Dater Pending Date Code Entity or Date Date Date Pend ina Date V Type Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status T Versio Manufacturer Contact Engineer& License Validated DI Validated Submitted FBC Al2proval Approved Status lype Versio jL_ Manufacturer -_ Contact Engineer& License Validated By - Validated Submitted - - FBC Approval Approved Status - < Revision 2014 James Hardie Building Products, Inc, Pingsheng Zhu Ronald I. Ogawta John Southard, P.E. 0812BM15 08/1712015 09107/2015 1 Oft OW1 5 Approved Revision 2014 Alside NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P-E. 02/231201S 0209020115 03101 i2ol 6 0 4 1150- D 151 Approved Revision 2014 Certain'reed Corporation Roaring Mark Harrier Robert Nierninen John W. Knezevich, PE 12114MI6 12/08/2016 1?JI512016 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category, Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category, Roofing (610) 651-5847 PE-50166 (954) 772-6224 Subcategory: Siding ping sheng. zh u@ia meshaF Subcategory: Soffits nthompson@aIside.com Subcategory: AsphaftShinglem_ mark d-harner@saint-gob Compliance Method: Evaluation Report from a clie.00rn Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report.from a aw.corn Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida. Ronda Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer CZ FL#1 3192-R4 ProductsQuality-A-im-umnee FL;Ii Products F L#5444-Ri 0 Products LU Approved Use Approved for Use Imp SiDeon S_ # Product Model, Number Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Assurance Approved for Use Approved for Use §Saff Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resigarlit Pressure or Quality Impact Design I Cemplank Lap Siding fiber -cement lap siding 01/0I12018 Yes Yes NiA NIA I a- &quot.2T&qvot Soffit Vent or Solid Vinyl Soffit 12(3112018 No Yes No NIA _SMA Product Mad el, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure < CD 2 HardiePlank Lap Siding fiber-cernent lap siding 01/m!2018 Yes Yes NIA NIA 2 b- "Afliance T4 " Soffit Vent or Solid Vinyl Soffit 12f3l 12018 No Yes No N1A I CertainTe-ed Asphalt Roofing Shingles 3-talb, 4-tab, strip (no -cut-outs), larrinatedand 071=2017 No yes WA WA architectural asphalt roof shingles Z _j 0- SHEET NO. PA 1 A to —CU 0 CL Florida Department of Business & Professional Regulation Page I of I q 0 2 Building Codes and Standards CU —0 0— Florida Department of Business & Professional Regulation Page 1 '04 3 Florida Department of Business & Professional Regulation Page I of 1 -6—A (D Building Codes and Standards 1/9f2917 Building Codes and Standards 2J&2017 Product Approval Application Detail 0 U) CU CU to Approval Application Detail Product Approval Application Detail FL#5219-R3 0:3 (D -10 0 —2 = (:) L_ FL#12328-R7 Products Code Entity or Date Date Data Pending Date C) 5_ FL#21675-RO Type Versio Manufacture Conitact Eriltimer & ucerise validated By . Validated Submitted FBC AlI Approved Status Quality Assurance Awroved for Use Approved for U impact Design -2014 Thompson Architectural MetlCaInc. Ahittl JL Suck PE Buckner 0 LL Sed # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pendinq Date evisi- r ompany, Scott rown an —us Brown Steven M. Urich, 05 ffil/2015 04129/2015 L1511012015 0612312015 Approved = - — CIO -+-'o CU 6 No. 15 UL Asphalt saturated organic felt 01/0712019 No Y N/A N/A Type Versio Manufacturer By Cortilact Engineer & License Validatede Submitted Validated - --- F13-C Approval APPINvy-eg, 2a tLts Category: Roofing (813) 248-3456 PE-3112442 (717) 317-8454 0 44— CU > New 2014 Hon eGuard Building Products, Inc Joy, Che.l.k Intertek Tasting Servoca NAB I ntertek Testing Services G 112017 01/2512017 0=3t2017 SubCategory: Roofing Accessories thatare an Integral Part of the Roofing System fivalidation@yahoo-com 0 Cl) --a E=- 0 Approved a) Compliance Method: Evaluation Report from a (D Category-, Rooting (9n4) 240-1382 Inc NA, Inc. Florida Registered Architect or a Licensed Florida Professional Engineer CL Search Criteria Subcategory: Underlayments joh` hraslak@hgwraipoo (60,1) 520-3321 Compliance Method: Evaluation Report from a M FL#52i9-R3 Products U) Code Version: 2014 F L 12328 Product Evaluation Entity Application Type: ALI. Prod not Manufacturer: ALL FIL#21675-ROProducts Quality. Assurance U2W&U9LVM APP !al= Dieslan categoy, ALL Subcategory: ALL 1291 Product Model. Number or N2MI Product E�Uc Contra (ration Do in HVHZ Outside Hy Resistant Pressgre Application Status: Quality Assurance ALL Entity Contract Expired: ALL Compliance Method: ALL Product Model, Numberor Name: ALL seq # Product Model, Number or Name Quality Assurance Prod u art Description Contract Expiration Date ApgL2,aad for Use Approved in HVKZ for Use Outside HVHZ impact Resistant esign Pressure 1 1- &quotflat Top Off Ridge Vent 'Ath Baffle for Tile" Minimum 26 Gauge Steal, Nominal IW9;,, 5', 12,13112019 88#39;, or 10&*39; Vlnde Off Ridge Vent Attached to NO Yes No Nhk Product Description: ALL Approved for use In HVHZ: ALL 1 ToughWin Synthetic Underlayments ToughSkiri 15, T0UqhSkin 20, Tough$Krr 25, OUD112018 No Yes N 1A NIA Wood Deok ToughiSkin 30. ToughSMn 50 2- &quotRound Top Off Ridge Vernwith Baffle for Minimum 26 Gauze -Steel, Nominal 4&#3R, 6', 11-1111-019 No Yes No N.IA Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile" 88939;. or W-de Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quotStandard Off Ridge Vent With Permanent Baffle Minimum 26 Gauge Steep, Nominal 4&#39:, 6', 12b31 9 No Yes No WA for Shingles" 8', or 10 -Afide OffRidge Vent Attached to Wood I)e,,k Florida Department of Business & Professional Regulation Page I or 1 Florida Department of Business& Professional Regulation Page 1 of 1 Building Codes and Standards if1l)r,017 Florida Department of Business & Professional Regulation Page I of I LU Building Codes and Standards 1r911101IT Product Approval Application Detail Building Codes and Standards VIOPZ017 Product Approval Application Detail FL#17202-RI Product Approval Application Detail FL#2075-R7 code Entity or Date Date Date Pending Date F L#1 6588-R I mi Code Entity or Date Date Date Pending Date Twe Versio MaaaW&LuLe_r Contact Engineer & License ValidatedValidated jkL%ij_ej FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Revision 2014 Lomanco hno Andrew Carter James L Buchner, P E Steven M. Urich, PE 0510112015 05101112015 05110/0.015 061222(2015 Approved code Ertl or 2= Date Date PenclinQ lift Affirmation 2014 Florida Metal Products Inc Clark Jones Miami -Dade BCCO - EVL Miami -Dade, BCCO - VAL 02027=15 02f27/2015 03/09/2015 Approved Category: Roofing (5011982-6511 PE-31242 (71-Tr 31 7-M4 ManufacturerContact laalaIlLIJUgense Validated By Validated Submijgd FBC Approval Lkoproved M= SubCattagory' Roofing Accessories that are an acartenalitortranco.corn Affirmation -1014 O*Hagm Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17f2015 06117/2015 06J25/2015 Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Su bCatego ry: Roofing Accessories that are are clark@.fiamoo,com Compliance Method: Evaluation Report from a Subcategory: Roofing Ace--ssories that are an gdaniels@ohagin.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Reghatered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products :FL#17202-RI Products FL#16588-R1 Products, Quality Assurance Approved for Use Approved for Use Impact Design gurance ualiU Assroved ARla for Use Approved for Use lim gact Design Quality Assurance Approved for Use Approved for Use Imps Desion Spa # Product Model, Number or Name Product Description Contract Expiration Do In HVHZ Outside HV Resistant Pressure Sag # Product Model. Number or Name, Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seol # Product Model, Number or Name Product DescripAign Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 0113112018 Yes Yes NIA N/A 1 Deck At,,- DA-4 loarProfile, Polypropylene Plastio, Roof Van 07flOI2019 No Yes No 197.51-975 _T 0&#39:Hagjr&#39ls Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 0410412018 Yes yes N/A VA Mechanically Attached to Plywood Deck. 2 OmniRjdge&#1741 PRO Vent PR04. N aAalded Plastic. Roof Ridge Vent Mrac,lanicaji), 07/10)2019 140 Yes No Attached to OSB or Plywood Deck U) Florida Department of Business & Professional Regulation Pagel of I Building Codes and Standards Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 11912017 k Entily Q 22k Date Pendina Date Type Versio Manufacture Contact Engineer& License Validated By Validated 1gpinitted FBC Approval Approved Status Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson ),Valter A Tillit Jr, P E JonrW Knezevich, PC 0510611201 15 04f24/2015 01511112015 06,_23=5 Approved Florida Department of Business & Professional Regulation Page! all Category: utters (9-54) 669j545 PE-44167 (954) 772-6224 Building Codes and Standards Vf2017 Sal:lCategory: Storm Panels flm,robmson@gopsrrtcom FL#784"9 Compliance Mghod: EvMuatron Report from a Fil tectora LicensedFlorida Product Approval Application Detail tity o Date Date Date Pending Date Professiolineer Type yn!2 Manufacture Contact Engineer & License Validated By Validated Submitted FOC Appro-y-al Approved Status F L#1 5M-R I Revision 2014 floral Roofing I MonierLifietra Thomas Jernmett ICC Evaluation Service, LLC Gary W, Walker 09/1012015 08125/2015 09120/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approlm-d for Use Approved for Use Impact sign Code Entity or Date Date Date Pendind Date Subcategory: Roofing Tiles thomas.jernmett@lacral co aul ProdugtModef —Number or Name MOW aaprip-Oct CQnt= FZoiration Date I Outside HVHZ 139319ant Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized -Steral Storm Panels/HVHZ Coa-gated Galvanized Steel Storm Pane retained 12/3112017 Yes Yes Yes WA Revue on 2014 Global Protection Products, LLC Tim Robinson Walter A. Tillit Jr., P.E. John W. Krua7evich, PE 04/2712015 04/2412015 0513312015 0612312015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection- Category: Shutters (954) 689-7545 PE-44187 (954) 772-6T24 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31f2017 or not by tracks to provide hurricane protection- No Yes Yes NIA SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a timsobinsonaglapantcom Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida seq # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 - Shake, Slate Ump Sort Shake Flat Profile - Stockton 12131/2016 No Yes N/A N/A Code Entity or Date Data Date Pending Date FL#ISOMRI Products 14 Saxony 900 - Country Slate, Shake &amp, Slate Flay Profile - Henderson 12t31 !2018 NO Yes NIA WA IM Versio Manufacturer Oct Engineer & License Validated By ValloalLgo Submitted FBC Appmyal Appmyecl Statlas Quality Assurance Approved for Use Approved for Use Impact Design 15 SaXOry 900 - COUritry Slate, Shake, Slate &arnp Split Flat Pfofi Is = Lake Wales 11_�31/2018 No Yes VA WA Revision 2014 Global Pmt"_ on Products� LLC. Tim Robimson Walter A. 7illit Jr, RE JohnW Knezovich, PE 12/21,9016 12;2112016 Validated Se # Product Model, Number or Name Fir.00 QeI%gription Contract Expiration Date In HYHZ Outside HVKZ Resistant Pressu < Shake, Category: Shutters (g! 4i 689-7545 PE-441617 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 1213112017 No Yes Yes NVA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stooldran 12131P1018 No Yes NIA WA Subcategory: Storm Panels tim.1rolarnsen@gplaent-corr or direct mounted to provide hurricane protection. Stake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12t3l/201 8 No Yes N/A NIA Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 1213112018 No Yes NIA N/A Profecsional tZrigineer Cn 28 Medium Profile - StocIdtion Villa 900 12/3112018 No Yes N/A N/A F L#1 5076-134 Products C_ Quality Assurance Approved for Use Approved afor U IMS)a Design Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12t3l/2017 Yes Yes Yes or not bytracks to provide hurricarte protection O 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12J31)2017 No Yes Yes or not ley tracks to provide hurricane protection > 0 L 0- CIO Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards >r9no17 -+--a Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes Standards Parie I are Florida Department of Business & Professional Regulation Building Codes Standards Page 1 of, Cn and UW2017 and 119f2017 FL#12856-RS Product Approval Application Detail Product Approval Application Detail Code Entity or Data Date Date Pending Date CIO Type Versio Manufacturer Contact Engineer & License Validated BY Validated Submitted FBC Approval Approved status FL#17869-RO FL#1999-R6 Revision 2014 Tavvr and Country Industries, Tom Johnston Frank I Bonnardo ORLANDO L BLANCO, 04/2912015 04/26/2015 05/04=15 06/22`2015 Approved Cartegory� Shutters SubCategory: Storm Panels rq54) 4,93-8551 PE-D046549 P. E. tornj@tc-alum com (305) 510-8531 code TVPL y2w2 MIQUfactune Entitypi CODILCit Engineer,% Licari Validato By 2& 22k Validated Submitted Date Pending FBC Approval Approved Status 22-4_e ly P�_� !O_rslo Marmtwijre Entity aver contact Engineer A Lice sl Yatidgled %4 2gLe PALe Y211dated Submitted Date Pendma FBC Approval pa Approved §1211a Compliance Method: Evaluation Reportfrorn a Florida Registered Architect or a Licensed Florida New 2014 All American Shutters and Glass Mike Barbieri Frank L. Berinardo, RE Jorge A. Pomerantz, P.E. 0710312015 07)0312015 017/10/2015 0811812015 Approved Revision 2014 ITW Building Components Group.nc. 1 Paslode Stuart Lewis ICI- Evaluation Service, LLC VVilliamM Ranien PE 0312512015 0312O/2015 0312912015 Approved Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 F L#1 2856-R5 Professional Engineer Products Su IpCatego ry: Storm Panels Compliance Method: Evaluation Report from a mike b@ailamericanshutte racom Subcategory: Truss Plates Compliance Method: Evaluation Report from a slevlis@alpineitvcom, Fonda Reghs-tered Architect or a Licensed Florida Product Evaluation Entry, S_ # 1 Product Model. Number or Name 0 050&quot, Aluminum Storm Panel QualitvA Approved for Use Approved -for Product Description Contract Expiration Date in HVHZ Outside HVHZ 0,050&quot, Aluminum Storm Panel with Optional 12/3112018 No yea lnlnact Resistant Yes Design Pressure WA FL#1 700-RO Profe-,sunal Engineer Products FL#1 999-RS Products Quality Assurance ApprovedCIO for U Approved for Use Impact Design Lu 2 &q Edge&quot Storm Panels Clear Panels &quoLSateity Edge&quot, Storm Panels, 28ga 1 V31/2018 No Yes Yes +541-54 QualitV Assurance Approvedfor Use Approvedfar Us Imea Design 0 Product Model, Number or Name Product Descrielion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure uot,Safety Sea # Product Model. Number a r Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BOG Higher Strength (H &amp, S) Metal Connector Plate 12J31122020 Yes Yes NIA MA (0.01 8&quot:&quot) Steel, 0.022&quot� Alum (Pert and Non-Perf), Clear Polyearb (Full and Hoff) I 22ga, 24ga Steel Panels 22ga, 24ga SteelStorin Panels 12J31Y2017 No Yes Yes WA 2 3 ITW 8CG Hinge Plate ITW BOG Trulox Metal Connector Plate 12t3112020 Metal Connector Plate, 12131/2020 Yes Yes Yes Yes NIA NIA NIA NIA < 77 CD 3 24ga Steel Storm Panel 24ga (0,0232") Steel Storm iPanelvvith Optional I2I3112018 No Yes Yes +1001-100 4 1 TVV BCG Wave Metal Connector Plate 12W 12020 Yes Yes MA Clear Panels NIA 4 Aluminum Hinged Storm Panel 0509quot, Aluminum Non -Porous I-kriged Storm 1213112018 Yes Yes Yes N,rA Panel < SHEET NO. PA 1.2 C_ Cn —Cu a) > c- O 2 C)_ 2 Q) d_ 0 CU Florida Department of Business & Professional Regulation Page I or 1 Florida Department of Business & Professional Regulation page 1 01 Building Codes and Standards 119f2i317 BuiUng Codes and Standards Florida Department of Business & Professional Regulation Page I of 1 t6 CU Building Codes and Standards 11912017 (D -0 0 -0 Product Approval Application Detail Product Approval Application Detail = 0 -0 (D Product Approval Application Detail 0 " 5- q �g FL#2197-R5 FL#1644-R4 = r__ 0 Code Entity o Date 2= Date PuLe code Entity. o Date Date Date PendingQate F L#1 645-R4 CD C) = CU CZ > TV-Versio Manufacture Contact engineer & L!SensR Validated ByVandaW Submitted LEg.82Rroyal ApPER-d Status TyneVerSio Manufacturer Contact Engineer & License Validated PX 6t ValjdaW �kbmjngg Peg Approval 62pjqvqg 92 ate 2212 yz�be Date 0 Revision 2014 MiTek Industries, Inc. David Wert !CC Evaluation Service, LLC ICC Evaluation Service. W3(X2015 0611112015 07105/2015 Approved Reviision 2014 Boise Engineered Wood Products Robert Taylor [CC Evaluation Seivice, LLC APA -The Engi neereld 05,127C'015 US 015 0610212015 Approved iyze_ Versio Manufacturer Contact ErIg io2jr fi Licensevatiagm Qy V21igaw §WajUed Approved stave - E 2 Category: Structural Components (314) 851 .7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revmion 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05127/2015 05f0612015 061021`2015 Approved An Subcategory: Truss Plates dwert@mil com (205) 599-9800 SubCategory Engineered Lumber roberttayior@bc.coni (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association Cz C 21 Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@br.00m (253) 620-7467 co -1-0 Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a < Product Evaluation Entity F#2197-R5 Products L FL#1 644-R4 Products FL#1645-R4 Products QuallIj Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved . for U Impact Design s# Product Model, Number or Name Product Description Contract Expiration dateIn HVHZ Outside HVHZ Resistant Pressure seq # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Quality Assurance Use Approved Approved for'proved for U _U lm;)ac Design M18SHS 18 ga- super high strength truss connector plate 12131J2017 Yes Yes NIA N!A I Versa -Lam Laminated Veneer Lumber 0110112035 No Yes NVA N/A §291 Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mill 16 16 ga, truss connector plate 12J31 12017 Yes Yes NIA MA i AJS Joists Wood "l&quot Joists 01 01t2035 No Yes WA WA 3 MT15HS 18 ga high strength truss connector plate QJ31f2017 Yes Yes N,?A, MA 4 MT20 20 ga- truss connector plate 12J31 f2017 Yes Yes NIA WA 5 MT20HS 20 ga, high strength truss connector plate 12131 M1 7 Yes Yes N/A WA Search Criteria z Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 113/2017 Product Approval Application Detail z Florida Department of Business & Professional Regulation Page 11 of I Building Codes and Standards 1W.017 FL#6527-RG Product Approval Application Detail Florida Department of Business & Professional Regulation !Page I of I Code Entity o Rate Date Date Pending Rate Type Versio Manufacturer Contact Engineer & License Validated By Validated submitted FBC Approvar Approved Status Building Codes and Standards VVV'20117 Revision 2014 Weyerhaeuser JimArderson @CC Evaluation Service, LLC James A. Rothman, P E WC6�2015 05P 12t2015 07!330/201r, Approved FL#158-R7 Category. So uctural Components (253) 924-40r54 (60a) 83g-1 344 I Product Approval Application Detail SubCategory. Engineered Lumber jim-a pCerscri2ligrreyerhm Code EntiU o Date Date Date, Pendino Date Compliance Method: Evaluation Reportfrom a usef.com 7voe Versio Manufacturer Contact End meer & License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO -VAL 03M612015 02124P2015 03i'1W2015 Approved FL#IM-RO Category,, Structural Components (813) 621-4041 (786) 315-2590 FL#6527-R6 Products SubCategory: Products I ntrod open as a Resu)t of cparrino@castcrete.com Code Type Versio Manufacturer or iniv— Contact Eng meer & License Validated By 2ate Date Validated Submitted 22W endina _L FBC Approval ate 2 ._ Approved Status QualitV Assurance Approved for Use Approved for U ImpactL)esicln NewTechnolo gyCompliance nj Revision 2014 Weyerhaeuser ]CC Evaluation Service, LLC James A Rothman, P-E 0710612015 M1 2J2015 07130/2015 Approved Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant 'Pressure Method: CertrFcation Men,, or Listing Category: Structural Components (253) 924-4094 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31 f2017 No Yes MA NVA FL#158-R7 Products Subcategory: Engineered Lumber jim anderson2iQvie-yerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03131/2017 No Yes MIA WA Quality Assurance Approved for Use Approved 'or Use ImpactDestan Compliance Method: Evaluabon Report from a user com 3 Paralram PSL Paralle! Strand Lumber 03131)2017 No Yes WA WA SW # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrarm LSL Laminated Strand Lumber 03/31 /2017 No Yes WA NIA I High Strength Concrete Lintels 4, 6, 8, and 12 inch Wde lintels 051221/2-016 Yes Yes NIA NIA F L#1 1530-118 Products FL#6527-R7 FL,"58-R8 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description QQntr..w-t Expiration Q9i R Outside HVHZ Resistant Pren COOP Entity.9 Date Date Date Pending Date Code Entary ar 2112 Date Vate.Pendina I: TJ1 110 Prefabricated Wood II -joist 0361020117 No Yes N)A WA iypne sip Manufacture5�Liqineer Co9001= & License Validated By Vajjd4_tej submitted FBC Approval � _qyaj Approved e Status Lum Versio Manufacture cor= -E-ng-Ineer 4 License. Validated y2UIt -ag Submitted yWigs FBCApprovalApproved stalu 2 TJ1210 Prefabricated Wood I -joist 03�310017 No ye- NIA WA Revision 2014 Weyerhaeuser JimAnderson ICC Evaluation Servi.e. LLC James A. Rothinan. P. E 1 C)S 1 /2016 1 ar -2 0 1 a 111052013 Appioved Reasivri 2014 CAST-CRETE USA, Inc, Craig Perrino witami-Dade SCCQ - CER Miarrini-Dade BCCQ VAL 0510612016 04QW2016 05toSQ016 Approved 3 4 TA 230 T,11360 Prefabricated 'Wood I -joist 03,(3112017 Prefabricated Wood 1-Jost 03i3l 12G1 7 No No Yes Yes N(A NIA WA WA Cat , egory� Structural Components (2153) 924-4084 (608) K'9_1 344 Category: Structural Components (613�i 621-4641 (796) 315-2590 5 Til 560 Prefabricated Wood I -joist M/31 12CI 7 No Yes WA NIA SubCategory: Engineered Lumber jimarTdorson2@weyc0)ae Subcategory: Products Introduced as a Result of cparrino@castcrele.coro 6 TA/5600 Prefabricated Wood 1-joist 03(31=17 No Yes NIA NJA Compliance Method: Evaluation Report from a useT,com NwwTechnok)gy Product Evaluation Entity Compliance Method: Certification Mark or Listing 1`061527-197 Products FL#158 R8 Products Quality Assurance Approved forUseApproved for Use Impact Qesjqn Quality Assurance Approved for Use Approved for Use Impact Design -5- # Product Model, Number or Name Product Description Contract EK-pir-ation Date in HVHZ Outside HVHZ Resistant Pressure Se" Product Model, Number or Name Product Description Contract Expiration Me nHV Outside HVHZ Resistant Pressure I Microllam LVL Laminated Veneer Lumber 0313112017 No Yes WA WA 1 High Strength Concrete Linte4s 4, 6, 8, and 12 inch wice lintels 05121 P-01 7 Yes Yes WA WA 2 Fla raliam PSL Parallel Strand Lumber 03/31/2017 No Yes WA WA 3 TimberStrand LSL Laminated Strand Lumber 03t3112017 No Yes NIA MIA 4 TJ Rim Board. Structural Composite Lumber or Oriented Strand 03/3112017 board Rim Board No Yes WA WA 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board o3l3112017 No Yes WA NIA (D Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards I.Gr2017 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 14�4.10117 Product Approval Application Detail Building Codes and Standards 1WO17 Product Approval Application Detail Product Approval Application Detail FL#5450.R5 FL#1774-R4 Code Entity nr Date Date Date Pending Date FL#1 1383-R4 Type Versio Manufacture Contact Engineer & License_ ValidatedByVaLlclated Submitted FBC Approval Approved Code Entity o Date Date Date Pending Date Code Entity o Date Date Date Pending Date Revision 2014 powmr* Ste-P I Eric-, vnifiam pavvers Steven W. Schaub SAN40 EL A. 03126r.'015 0372312015 03130/2015 06 M-12015 Approved Type Versio Manufacturer Contact EnQineer & License Validated BY Validated Submitted FBC Approval Approved Status iyp-e Versio Manufacturer Contact Eno ineer & Lig2rise Ilaoted B _I Malidated Submitted ro-val FBC� Avoroved Status Category. s-tructural Components (C,02) 4337-1160 PE-60509 GREENBERG, RE, Revision 2014 Powers Steel Inc. William Powers Steven Schaub SAMUEL A. OM612015 03=015 0313012015 06122r2015 Approved Revision 20114 Commercial Concrete ProductsAc. Robert Gillis THHY H HUYNH Florida Engineering 07/0312015 06f24=15 CRIV20001 -1; OW261201 5 Approved Subcategory, Products Introduced as a Result of bifia-powersstool,com (813) 845-0166 Category: Structural Components (813) 659-3707 P=_eol 22 Solutions N-wTerhrroiDay, Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo. oom (352) 588.5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@power,5ateel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Eva ivation Report from a Professional norn_w r Compliance Method: Evaluation Report from aFlor0a Registered Architect or a Licensed Morida Florida Registered Architect or a Licensed Florida FLOWO-R5 Products Professional Engineer Professional Engineer F L#1 774-R4 Products Catslur,&122roW or UAggMAJ for,Us_e II saw Design FL#I 1383jR4 EMdu= Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approvedfor Use E Approved for use Impact De__ I PSbox8LT, PSbox8LT(5-5/8) Powers Steel fintals are field asserrilirled 1witels 011271201 7 No yar, WA WA §Saff EMduqt Model, Number dr.Nalrup Quality Assurance PrQdugt Description Conl:L= Qjpj=2!3 QM Approwitli for Use Approwl in HVHZ for Use Outside HIM9 ImpactClesilan RI-Sist2int Pressy sea # Product Model, Number or Name Product Description Contract Expiration Date In HVKZ Outside HVHZ, Resistant Pressure consiatting of preformed starill linte�s combinedAlth 1 QuallityPrecast or Cornmercal Concrete Products Precast and Prestressed Concrete Lintels 05i'25f2D24 No Yes NIA WA concrete masonry units, grout, and steel reinforcing 1 PoweTBOX8 Lintels Powers Steel Linters arefield assembled consisting 01ny1f2Gil No Yes NIA WA bars. of preformed steel lintels combined Wtm brick or concrete masonry units, grout, and steel reinforcing (D bars, (D UO ICU 0 L_ 0_ -6-0 0 C) C/) CD C/) ca V Q Uj z� z SHEET NO. PA 1.3 1_� an C)o 1-RJr4 T y 1 ERD Gertirkale afAutfrorizaMn #9503 January I, 2015 RE: Certification of Independence, Raridda F.A C. Rule 6IG20-3 To Whom It May Concem This letter serves to document the following in accordance with Florida F.A.G. Rule 61 G20-3: I, Exterior Research & Design, LLC. d1bla Trinity I ERD does not have, nor does it intend to acre or will it acquire, a financial interest in any comparry manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC, d/61a Trinity I ERD is not owned, operated or controlled by any company manukcatring or distributing products it evaluates. 3. Robert Nienninen, P.E. does not have oar will acquire, a franrotaI Interest in any company ang manufacturing or ding products for which the evaluation reports are beiflg issued. 4, Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any ocher entity involved in the approval process of the product. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No, $9166 Vice Prood" i robertniemkienetrknicyencL om !XTIatOR RtfEArtCH a DES1401, LLE. d/b/a Trinity I FRD -Carty fltata of Authorization 19503 NAM 60 wdaler Way . smite 200 - 6eatne, WA 98104 - Pr (206) 467-0034 - Or (206) 467-5849 lAITx 353 Chrl.11- Street malt 13 - 0.ford, CT 9647E - Ps (203) 262-9245 - P. (203) 262-9243 flow 1 Hip &Ridge, Option 1: Shadow Ridge- PPFP� ftm t3.-*A- sime.po"Imser 6 WSW 72ffi,amhd4oparow me TapBad ties L�7=A an YdatDMND" JMwr44aft MORimmirmaismemawaRelarmi( ego r1{at.ad-IP limmax tinacridh I Note: For ASTM 03161- Class F, use BASF Sonolastk NP 1 aaeshve or Her" PL* Polyrxethare Roof & Flashing Sealant in accordance with manufacturer's Instructions, 63.3.2 Hip & Ridge, Option 2: Cedar Crest"', Cedar Crest-" IR Use two fasteners per shingle. For the starter shingle, place fasten_ 1-inch from each side edge and about 2-Mich up from the starter shingle's exposed bud eta. For each full Cedar Crest shingle, place fasteners 8.5/8-inch up from its exposed butt edge and 14rch from each side edge, ededor mrstareh and pulp I.I.C. C'rtf•aear otAO0wbot-g*M SORAL ROOFING Build something great BATTEN INSTALLATION " Battens are to be fastened through the batten and through the plastic pads, Locet)ons of pads one marked with a target on top of the batters for ease of klstallation. fads are located 12' on center to allow 12' or 24' on center as required per code and roof coign. . Battens are to be fastened to the dock with corroslon-resistant fasteners. Batten hastariers are to be 8d roils, #8 - 24nch wncd screws at 244ntch on centers, or 2-inch long 16 gam staples With 7/16- inch crown at 12-inch an centers. Batten fasteners are to either penetrate 3i44rtc,. Into the roof deck or framing or through the roof deck whichever is loss. • EBS compatible rave risers should be used to Insure proper elevation of rave tiles. TILE INSTALLATION Basic Wind speed lees than 100 mph and With a mean roof height of 40 feet or less P Fasten tiles to the battens only. Tile fasteners roust completely penetrate the batten, bu=r rat penetrate the umderlaymont, deck or framing using TO following recornmendedfastener lengths: 9vakiation Reeart 3632.09.04Rf 115444-Ra Rm lout9:Q3/66/m15 Paw 6of9 Basic wlxA speed 100 mph or greater or mean roof height greater than 40 feet. * Roof totes must be attached yin accordance With the "Design Considerations for high Wind Application' In the TIle Rooting Institute ('TR)1 Concrete and Clay Roar Toe - Installation Manual for Moder- ate Climate Regime or the Florida Roofing and Sheet Metal ssociation (F°F6AYTR i ancrete and Clay Roof Tile Installation Manual. a Tile fasters are to eittier penetrate 3/4-inch Into the roof deck or fra ratig or through the roof decKwhoriev; r is less- EBS USAGE RECOMMENDATIONS Cedarlite & Madera • 120 linear feet when courses ate 9.2E to 10 inches (Each bundle ertuals 0.8 squares), . 130 linear feet When courses are less than 9.25 inches lEacn bundle equals .738 squares),. AIII other tiles 0 80 linear meet Wton courses are 13.3 to 14 h&es (Each bundle equals 1.2 squares). • 90 linear feet when courses are 12.1 to 13.3 inches (Each bundle equalS 1.016 Wires,. Usage may vary ding on Ue course layout and adjustments for roof size. EXTERIOR RESEARCH&DESIGN, U.C. Cmrn%k.02e afAuV wlma"P95M 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CP-rtari freed Corporation Evaluation, Report 353209.65-R9 18 Moores Road FL54444tg Malverin. PA 19355 Date of issuance. 09/22/2005 lievision 9; 03/06/2015 SCOPE: This Evaluation Report is Issued under Role 61G20-3 and the applicatile rules and regulations governing tie: use of construdon materials in the State of Florida. The documentation submitted has been reviewed by Roticat Nieminen, P.E. for use of the product under the Florida Bulld➢ng Code and Rorlda Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sn' Edition (2014) Florida Building Code sections noted herein. DEsciuvrore CertalnTeed Asphalt Roofing Shingles. LAvitcaaa: Labeling shall be in accordance with the requirements of the Accredited duality Assurance Agency noted herein and FBC 1507.2.7.1, colruhxD Comoukolm This Evaluation - Report valid until such time as the named s changes, the referenced lu Eval Rep is m t"+rod�{) �. Idocumentation r rovisfons of the Code that relate to the product change, Acceptance of this Quality Assurance changes o p pr ripe p Evaluation Report by the named client constitutes agreement to nodfy Robert Nierninen, P.E. if the product changes or the referenceet Duality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. Aovemsehtesir The Evaluation Report number primed by the words "TrinftylERD Evaluated" may be displayed In advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done inks entirety. MIsim trim. Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9 Prepared V'+ I� P 1 ss1.3 A, cp 3a1 w-6tAtn' °�F ltobrrtJ.M.Nlemfnen P.E. 4 i Tr* ",f%rewwwd amerrmwr.*Ar+, FfafdoR.�w. No.591.66,FfwfdoOrAANE1983 a ar4th2 �" mi1'"" .1aa4.wmrt.rm.rtaaka.e..awnan.e cy.�.'difDll X},,, Qk 1 AOW I wMMrwtdc-d.#..." raKEmr4buy ''e'*' " r<oanezhwr :. a��m.nrrr.adwe Lx1e1HKAT ON OF INDRUMO C . L Trmhyl ERD does not have, nor roes It intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products It evaluates. 2. TnnitylERD is not owned, operated or controlled byany company manufacturing or distributing products R evaluates. 3, Robert Nlem nen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing prorlut[s for which the evaluation reports are being Issued. 4, Robert Merrill P.E. does not have, nor will acquire, a flrwnctal interest in any other entity inwhred In the approval process of the product & This Is a building code evaluation, Neither TrIneylERD nor Robert N➢emiren, P.E. are, In a1y way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or demon guidance unless retained specifically for that purpose. ERCl R0014NG SYSTEMS EYAWA.TION: 1. 'SCOPE; Product. Category: Roofing . sub,Cat6gory: Asphalt Shingles Compliance Statement; CentainTeed Asphalt Roofing Shingles, as produced by CertainTeed cwpo adicn, have demonstrated compliance with the following sections of the Florida Budding Code and Florida Budding Cade, Residential Volume through gong In aoco€darxe with the following Standards, Compliance d subject to the Installation R'eciuke:ments and Limitations / Condlttoos of Line set forth herein. 2- raTAfMARM IW 2,5, R905-2,4 Phyuol Prate: ASTM D3462 1009 IS071.71, B92S.2.&1 Wind Resistance ASTM63261,Cb9SF 2D09 1507.2.71,R905,2.61 Wind Resistance AST1,0107IS&CIanN 2OOS 3. Itiffewrcls: Am u minatlon -Qft UL (TST 1740) ASTM D3161 94NK9e32 051151,= OL (TST 1740) ASTM OM61 99NK26506 11123,11 UL ITST 174% ASTM D3161 03CA12702 05/27/2ooli UL=1140) ASTM D3161 03CAI2702 06/16/2003 41L CFST 1740) ASTM Dkfil (c*10 1847 IWOU2003 UL r 17 ASTM D3161 MT 4oj 04d;1329 t$/ txx4 A 1 2412 OL (TST 1740) ASTM D3161 04CAScrim 12M/2DO47 UL CYST 1740)ASTM D3161 #SN 3 7049 WIS Q4 Ut ITST 1740 ASTM D31151 OSNK16M 051117/ UL(TST 1740) ASTM Must OSCA16M W12/2005 tit. ITST 174D) AS'SM D3161 0SNK14896 05/22/Z005 UL r1ST 17401 ASTM D3161 05NK22800 ow22/2005 UL 11V 1740) ASTM D3462 R684 t 9=405 UL M71740 ASTM D71U 05011,08087 O'SnA12006 UL CT5T 1740) ASTM D3161 & 03462 09CAISM 07/23/20M itI Sr 179p) ASTM D3462 10CA413Ui 10j0712M UL UST 1740) ASTM D3161 loc"Ism 10Io8/2010 A CYST 1740) ASTM 07158 Ioc"1303 10127/ ill UL CYST 174M ASTM D3161 & 0146-1 IOCA449W 13ji1/C010 M B:C CMT 962s) ASTM D3161, C6462 & 071SE 13CA32897 11/21/2023 tit LLC tw 9m) ASTM D3161, 03462 TFw2.R664 4XITGiN114 VL LLC I16T 9623) ASTM D71% TGAR.R684 04/DJ2014 n I U4 LLC 1ha 9625 alma lZa iro 14 I Ety �� Est .07/ 2017 s4ee1t4 OinOrnudmm P /D3/ 4. IPROOucr DesCaiPTIDN: 4.1 Cr2o"`, III.25, Xr- 3o and XI- 3o IR are fiberglass reinforced, 3-tab asphalt roof shkugles, 42 Carriage House Shargle", Centennial S e'", Grand Manor Sttangte• Landmark--°, landmark"" IR, landmark` Pro, Landmark" Premium, Landmark'"" TL, Landmark' Solans, and Landmark-- Sods IR are filierglass reinforced, laminated asphalt roof shingles. 43 Presidential ShakeTM, Presidential Shake- IR will Presidential Shake TL-' are fiberglass reinforced, architectural asphalt roof shingles. 4A flattens-, Highland State- and Highland Slide-IR are fiberglass reinforced,4-tab asphalt roof shingles. 45 Patriot"' Is a fiberglass reinforced asphalt roof strip -shingle fwlth no cut-outs) proWdkg a laminated appearance through an Irnternwitett shadow line with cmftrwtidg blend drops for color definition. 4,6 Presidential Accessory, Accessary for Hatteras, Shanglie Ridge-, Shadow Ridge"-: Cedar Crest- and Cedar Crest- IR are fiberglass reinforced accessory shingles for hip and ride Installation. 41 Any of the above listed shingles may he produced In AR (algae reststard) versions. Smisslmr Research and tlmllm, UC. Evaduativra ilem 353LORAS-M C NUOIA0061 tP RN41" t7S444-M rStOA/06/`2A13 imk 2Of9 �TW } ERD I S. LIMRATn)IJS: 54 This Is a building code evaduatlon. Neither TrirdtylERD nor Robert Nleminen, P.E. are, in any way, dote Deshler of Record for any project on which this Evaluat€on Repoli, or previous versions thereof, is/was used for permitting or design guldanoea unlessretained sped lcallyfor that inopose- S.2 This Evaluation Report Is t r use In he 14VHZ epo no for t 53 Fire Classification is not part of this Evaluation Report refer to current Approved Roofing Materials Directory oar fire ratings of this product 9A Wind Classification:. 5A,1 All shingles noted herein are Classified in accordance with €eC Tables 1507.17.1 and R905.2.6.1 to ASTM n3lu1, Class F and/or ASTM D71S8, Class H, linclicating the sthlogles are acceptable for us In all wind zones up to V_ - !so mph lv,a = x94 mph). Refer to Section 6 for➢nstall requirements to meet this wind rating. SA1 Prtdidemtal Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & rye shingles have been evaluated in accordance with ASTM D3162, Class F when 8A5F Sonolastic tW 1 adhesive or Henkel PLO Polyurethane Roof & Flashing SealaM, applied as specified In dmamifiieturees application Instructions, indicating the shingles are acceptable for us➢nall wind zones uptoV_=150 mph(v,mr=I"mph). S.4.3 Classification by ASTM D71%applies to exposure category 6 orC and a holding height of 60 feetor less.Calculations by a qualified design professional are required for conditions outside these limitations. Contact t1°e shingle rnanufaewrerfor data specific toeach shin&, - - 5.431 Analysts in accordance with ASTNI 07ISS Indicates the measured uplift resistance (Rr) for the CertainTeed asphalt roofing. shingles listed In Section 44 through 4.5 exoeir4 the calculated uplift force (Fr) at a maximum design wind speed „ 50 - 1 for residential buildings located) In Exposure D conditions with no oFY' x mho V 94m. r n � .a P (at phi IV po topographical variations (flat terrainp havlrg a mean roof he➢grn less than or equal to 60 feet. The shingles are permissible under Code for Installation in these conditions usingthe installation proeedirms detailed In this Evaluation Report and CertalnTued minimum requirements, subject to min4mom Caddied fasiT.eemm; requirements establishad within any Iocai Jurisdiction, which shalt bike precedence. 55 All products In the roof assembly shall have quality assurance audits In accordance with the Florida Building Code and F.A.C. Rule 61G20.1 6. humazzATR)M: 63 Roof deck slope, underlayment and fasteners l comply with FRC M7.2 / R905,2 and the shingle marrufactra is minimum requirements. 611 Uriderlayment shall be acceptable to CerwinTeed Corporation and shall hold current Florida Statemilde Product Approval, or be locally Approved per Rule 6162", per FIRE Sections 1507.2.3,1507.2.4 or R905,2,3, 6.2 Installation of asphalt shingles shaft comply with the r nu`avturer's current published Instructions, ruing mknlrum, four (4) nails per shingle in accordance with FSC i907.2.7 or5ection R905.2.6 and the rniNrnum requirements herein. 6,21 Fasteners shall be in accordance with manadi cturer"s published requirements, but not less than 1'BC I$07-24 W R905: . Staples are n permitted. 25 m at p 622 where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" dlrect➢ons. 63 Cerlain'reed asphalt shingles are acceptable for use In reroof Roar -A or recover applkadons, subiect to the lhnitations set forth In FBC Section 1510 and (ertainTeed published Installation InstrucNons- Extada Research and 0.1say LLC. a7Awawat.nr040"" &naw6Om Repmt 3531.09.05-1119 hRi444-R6 Re kI*"Sso3jWzQzS Paaa 3 of 9 6.3.1 101r llrCfd sii➢MOItiS SM SM un Lifm 'i2' 121 $2, FratAtiercgsand anOF" c(As raitw0mg:cowlea"ryW asmir-+ 3wmn' ••ausam :;,tf-ti.umn4a,6+1>meetmgesttetiiSlS uu 5si irGi 1 i i I J ma 1';S aaR4 Seamt ��t AIWr 1"(73 am1epaadwpW WWgm - .-_- _lr__ r�w''ewoci A4 anew. U rw - _ M&etletr - .4r 5=ia" ?i: + .. Ja!d - >P"frd'+aWaa�M +67> •rAi,'fa9F.Rue 1I1earer$Tar®agoma moftmameriincles W ors Vx -3� N 6 Ae+re' 1i+ MOr +avyl«4r1+elk 6,111 No & RaBgc: Cut Shingles 1"-.��.- .H rfSa Mot Ivarwn ;25awl 7pM71SZnt1r90tRiePCH4x4PpN ma4 s:rfraIerP Sua Cao•• � Took meci kargaeekrgt Aim41r-�M bobgdk. VPV. erar dr era w/,4w Nit€: Four ASTM 03161 - Class F, use BASF Sonoustle NP x adhesive or Henkel PLO Patrurethane Roof & Flashing Sealant, in accordance with manufxtureesInsgtetions. 6.32 carriers House $hooch•. Centennial SLR- and Grand Maner Si -o WWAR gwim smwmuw Tat4stafokmad d two ofimpl k naftotaat brnef UKAftubiwelefhaomo*, fall GOODS Mt AM t On AM anald ome rpa of rpiwl mace mmfw mriicmdw Latta w*odceomm sift ep*spi*nof gMM 1- WMR) tram trkeafft* -•y CM-4t7hpwa.773k aRira hiretrgaesrrt ardirngA964945abilpetl I-1-05-4 j Ir,4 a F= 7m c 1=1 x' "17-a Aar,4emillikamciMEI femrN SI,Itr a� -,` a' lirr-dviamtalalskora hiamlitbiPk 96-H - 15 _ u esn� Avv,7.f n---i$ WgdwrWaorArrirammmei0400K mraww69*wddMWb#aUt MOVMWrl Exltm- Research and 13e5116ri tic omarnme4f ol" Evalwtlon Rmparia5a m.054g n544443 Revision St 15 Pfpa4ofa ' J TRNTYIERD 63.21. Fdp & Ridge: Slam- Ridge tP 1$• rtnS gaft w 6mow sA, w Cf W1_1 LEFT 17- At1A4Sd" _ - r{lMnr Ile oprJt4(pfdairgW Nor 17 I& AffW RA* e04vand7hilK Not: For ASTM D3161 - Class F, use BASF Sorolastk NP 1 adhesive or Hem PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturers Instructions. 6.33 ik'M landmark W- LandataidC Pro ff6rm9the ialtdmafk'T oat. landmark- Fr9mWm. Lodatedt' TL. Lars jolf f : Soluh i tandmwut- sabrhs Mir. UMAMSYMPWRM LMO A R rid' Iar taros' ASmIMft van amr1- Ilalaaro _„-„ 7Z it*A" 12" rar(2amWt onto- (5t5a (AI6-0-* r--radar; to, `using I1r _ R ti*i*f coo row," ov Sim UAW= It Undtankandlawallatiatimplai.rtrrl cemitheimall I*h tr^- .--grit" timliamil vkailbek+tr4e AVIOtoofta mNlltgN am "am I pMmP I "M MUDixT n.Ww i'**OfarpiabmaeagssaomVi outcomme,amaallow hl-&tyI@k simia* '•rinsmat "SM* ' P i a•..r al 1t--1 rrrMWS >mA�' AfarmnkmayAat. rMo'fl 1" X paw) -_-_ as Mot Exterior Research aril Dafigm, tit;. CIVIO atm47AariadNOWOM Evaluation new as32,99.06-es FTS444-Ia flevaion si"/d MIS Pei S Oft, Walker Engineering, Inc. ®mayi WMWAT KCMCOM ICC Ewaluakiort Service, LLC I n Rndciogimm Road l �S[� t 1 ERD {[ERD T gR®-1-V vJa�RF nddRc6Bumb*5-85".3sa3s7b2i i - - _ ! E iS6� I [ ` 3o6D5att9n street. saRetoo 205-g54-0I6Q IIII II rr firm, CA 5� Note: For ASTM D3161 - Class F, use BASF Sonclastk NP L adhesive or Henkel PLO Polyurethane Roof & Flashing 6.3.5 thatreii 63.6 turd Staten hi lice d Slate'" IL itxtMgRLaIFIha1[L fmx 362-69546 ` Sealant to hand -seal Cedar Crest shmglim Apply FW l w PL adhesive from dw milddle of the shingle's raised overlay INAN,SW � t ow wwmaitt-ate - - �fl 9, 2015 on the top piece and extending approximately 4-inch alorg the sides of the heachp along a One % to 1-inch fromcookie each side of the shirglesheadlep, "medal* align, and apply the overlying shingle, gently pressing tab sides into 11 � � p� q,r4 WHINAadu�d�rspasd mWcgc mo the adhesive, and install rails. To secure the other side, apply a lAnch dianwter spot of NP 1 or PL adhesive T.--1 t' 1" rmI ra%:x w:r sarw6`I Ap •.Vi -firapt„ i,rgmb P[pdLtCr t%p�Srpygl AdmilLi Bioi Tt 6p1'df�de eg�afmrphmi amrzm�m�rresrEbbGetificetian of IndeE endence ff3r Evaluation DB1'R Codes aid StalldBrdbetweentheshinglelayers. r a ai"' arkrnow,'rpillux, emmad:4rrtyngaamDeaf71peIle pDEIPRi1 aW _ Pt,a P+`'-r Pew -a 19+11 NoahMomtteShed * �➢ aer "I ' I ICC Evaluation Service, L:LC Tallahassee, Florida 32303-4759 aP - : - r ey..n+enPwaaarP...ar+mar.roa,ea- __ _ 04IL4 I. rmarariemrta4.►aido"WareeWim•6s „m ..*.% � i - (1) ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will Re: FL7849-R7 7�wrs'lAm mradamr.wejrea taer1... lilaaeemaYjeriow eswaaaaq l' aa,d.4-.»�.. 'qrf".. l-mrlimmaw il.• al..iamie w,aae„iri„rwtuRtr.aelyl- --- _ it acquire, a fnancial interest in arty company manufacturing or distributing P Tu nk e, ado abase, 4rrahaemreark .emimt.,rAPreiet Ndmare.eir►eaee ti.sr4x wall-&VmiNsm"ie.�rabrr� _mnmm° Lc utts€orwtdChevafuatlonsareissued- rlwmr4raalrr4esr.rar. a.hmn..w - p Dew PttTdaCt Applmal Atol: �. -: "ima kt s mrri m dmeawaef aawewylea a tame Ayeoeu�r narAmmdr..sriPeyw, fmnnaa �� 63511 Hip & Ridge, Option is Accessory for Hatteras Nnft.mrrr®ar.ra6smrae (2) ICC Evaluation Service, LLC, is not owned, operated Or controlled by any I have compared the requirments in the following codex to determine if the now edition 63.4 Pre*kntW Shake-'. Presideritial Shake- OL Presidential Shaken': � fnMROOM.0 M'.O 4pr�edt-raw, company manufacturing or distributing products it evaluates. of these codes W revisions that affirt I& manufacture ofoonctme roof tafe: . flE P SM Fade Leal sides _�_ mom. lowIModicaNafl0lfr For 6,3LA Hip Refer to Instructions 3 ICC EvaluationServioe,LLC,doesnothave,norwi� uire.,afiintarM�alinterest nor wtrwawndhra+wPa:.raEdeaaer<4ear PtaMfaar r - } - 1. barrlrsaii my Cate2009editiontotheillllonwimme]hPfttufg[°ale2012 a 0* N, go" bdm epplp F raI5 w i babe aar.arsag --N '-'---eoiaialtie. ridge shingles- aRry�plaesraswtmmasaargflri�-;ay#f46�t- ; 1 in any company manufacturing or distributing I`OdiACt6 f+N which r Rs are WINT1 -- _ _ - ar . ,tart ri miaa.mftseta i r _ _ _ - 6 7 Low SON"" s n ng P Y g p � 2• edition.� Code 2009 edition to ills 1t�f Code 2012 (1rn14 mt4 .� P.'P bey ceded. Ces FrAix fow Vou ae asplak nx4mr. r'4O>'a W.m edition, L llrr i sm PDtR �t r Cunt �hag)e t alDan aaak4rM kimr rapid make Pmmt4tmomme ARM {4} ICC Evaluation Service, LLC„ does not have, nor coot acquire, a financial intermit 3. xl ledik B� , � 2010 edition to the FforA& � Cede, ButYt � real I, 1 2 11" oaf Ap* "u5 WO rods a a -Sic in any other onlity involved in the approval press of the product. Sw edition (2014). Otte Apply aia Ot fataid G'larhs+• curwit, Bi n sear mf _011 ra�x car r WOW. 4. Fliew d6r ri..Prp6 �ad aaaei rimw9raastn aaM a4s i J aaprl5.5#,� kx➢d I T a ns• ,.,, 2010 edition to the ride B� Cam, Nimir qa.,s r, flow fAmrdramar.a n. ar ilurt tr't " alefrtfal 5o trtiitiam (20I4}. t➢waraemwoirkiia ;-i &�r1- 'r, "I s _ The result of this compariarxi is that there are no changes to the newer codes that affect the 6.3,44 Hip & Ridge, Option 1: Presidential Accessory Note: For ASTM 03161 - Class F, use BASF 5onolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & FWhing na mamifaCEu[E Of COnCretC Iigf riles, The only Ld9YiS10D6 atTect t1Ae OBgtt which PRIfMOMM A� sealant in accordance with manufacturer's instructions, - have no impact On the Ire or quality of concrete roof tiles. Pleddm� acuSmxL aitln�mran be f� cotEdnghlpa and 6.3.5.2 Hip & Rid", Option 2: Cut Hatter" SNr . .. ... Shahin Moinian, P.E, - President - r Hip & Ridge: Refer to Instructions herein for Cedar Crest, Cedar Crest'- IR, Shadow RldW or Shangle Rhdga- ICC Evaluation Service. LLC 1Irp11atlCe TCgUirelneDt$ OfFl ids � Cott, � dPPb7 UP lD&e>� (expose W tootle trot 7' ham Conclusion: .7849-R6 is in co with the the lwttr�t�g6ofthe "iDctti='>earTtaeEc4rEly'1rsb1M01as- mm and rtdgeshlr,giea 5°t rition (20I4} and tiAe Ftoriifd Ctld� 1Qestff! 5`a edition {2014). Idehrt6. The hrtailgrst dt ice' Lori tat larger, ig-tliBf pineCtirA- I I�,._-.{ 7. LABELING' dither W ZWfbe deck or 1N'augh.@e dedt. Pi�eptlil _ , _ �_ _ _ 1$' (� 7A Each unit shag bear a permanent label with the marwfacturer's name, logo, city, state and lotto of the Air d fir' (2Q$9 accessory coraFsxg two. drtl�t,shs: Aaoesaotpptodoeed In - .s .. �. _ , n i;) a. , 15 Quality Assurance Agency noted herein. - Dtfmin$itam,AL b 12' x 12•, Fdt'M, o&prodacdx g"4. t 1$14, OR CAP 7? Asphalt shirgpre wrappers shall indlate compliance with one of the required classifications detailed in FBC Table - Ste ' accessory. Std�gle $f igia ShlP9 d sh �ti�� 1507,2.7 t/ R905.2.61- X r t n y Note: For ASTM D3161 - Class F, use BASE Sonclastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing & BUILDnG PVWtr REO*tEMEMS: - + W 1A. 0. Sealant Inaorordarcewith manufactureesInstructions. fgpM611 4101'SWAMAHiVW00marrda call, r rmal5,jMrAmrgftn4?f*"6,ttrtg,io-ItAOa. AsrequiredWtheBuIlding.O#Rc➢alcrAuthor➢tyHaving Jurisdiction inorderto opertyevailuatethe Installation afthlsproduct. 63.4,2 Hip &Ridge, Option 2. Refer to Instructions herein for Cedar Cnept , Cedar Crest-' IR hip and ridge shingles. Kota: For ASTM D3161 -Chess F, use BASE Saroiastk: NP 1 adi'asva or Henkel PL" Palrnsret?€arrc Roof &Flashing - Gary W. �`s=^ry Sealant In accordance with manufacturer's insuuctions, 9. �Acru le Ilium , p 7 Contact the named GA entity ' for Information on which plants produce products covered by Florida Rule 61G20-3 QA. I'-'r a?n requwem-emta, v 4`:.. l A'e , , .. x) G 10. QuAurTAssLwANcECurrm. 4 UL LLC (414) 248-64a)9; karen.huchmarrri�us.ul.Corn - x ry'„� .. $Tim {�a - END OF EVALUATION REPORT - Cf- Thomas l - BMW Roo - 1932 South 5 1 " Avenue ., �0 4 \) . asa,w R"Ufth and Daibn, LLC HdmWa Rapat �ARAS." liar Raikardr and Design, U.C. eval- i49 Rat A9.0d-Ifs Exetniat Resaydn �1 D¢r�xy LLC. evahation Rapnt AL05-RP r trtii aff x r ra:mam.fAmid .mmmm# W P1544"tis rmWlmle�Ame-hamom MAND n3-a 4446 tr63ratcoAmm5Prrm/f/fr-AlIM FLS444-M - - - try. -,q�. PAWWM9:03/96/IM RevbIm9:031a0=5 Redsa.r9ar 6dl0ls Pace 7of9 Pemaaf9 Pxd*S*f9 - ESR-Is47I gloat anf7fr d _- - EM2ofla EaR-Iga I 4Dfdr afwl7mated' -. 3OF 1-8 ESI-IW_l AigretteyA-itp1ailandTeOP4011Eatt4I isUe.Paw 5cr is a7rA L mof tiles may be Installed with modar5 that are recognized be desrgred to wfrhs'rd Cue aeodynarric Wind Wit TAMU$-TM-E1)MENWHS,WEIOWSWU M➢ ACTL MGFACIUTIES TABLE t-"FM-E ON" SO"$,. WFIGHT3 AND WANWACTURN$ii ,/Cars tCooloopm 'TABLE 2-TME FACTORS AND TILE FACTOR RATMI4 it a Condo KA,4--s a vanuaton mport Nr we in tormenter mcinim M accomal4e wits um section on tit mnRng Ile applications. Insfail a on, sY Dies using Rose CMZkkrahMlg for Hip cord ArppILal icaM in Apt B mortar set systems mat be In accordance with the mortar of ate 7f49 WSRCA, Welaia M mart al. The genek iCC-ES Evaluation Report MR- "7* onowNtUrers Lcc-Esevaluation report required upes moment, determined in Issn9d Attir 2013 4A ihlld IbsFrMflmr: accordance with TablesRCA mist mtMpled by i �tatmm This mifortisatkodtoAsnewatAugust 1, 2Of5. "I Collette, t CsdaSM See, NUMM old Modena ratio In Table 2 to obtain the repaired aerodynamic LVM Tw. moment forft Specific noor tie being Inswaid, Tile I (tlI00) 421.8GS7 I (582) OSAWA3 A SutwOary of the tntemahofird Code CounciA4 4.4.1.1 M2 ISM imtHIMM of these fats IS Wok d m aftwaft aid yt1upliR moment. for the fog tee the prescriptive parameters of Table 1507.3-7 for ultimate fastening System selected from Table 7A of the . design rind speeds Nrf of 130 mph (209 WA) or less TRVWSRCA li6'OaeOn manual, must be equal to or OMSOM a7 00 Go-- THERMAL AND M04SUM and ptaWde a atvMr Map. Act rubf toes are and mom roof Its' orW Met (18.3 m) Cr IRM Weaker Iran the required arrodpna mix; uplift moment for As an aRemo ve, on mYdmm tfhe•iict►IiIck (11.1 mm) Ode SpeEISc noDf Me be" Installed PROYE07M designed *0 anchor lugs enCept for the Cedwft aid $*co n: 07 32iG--CmwarM Roof "IMEa Madera profiles. Mineral cdtrittg oft's are etgna' applied offend strand board or minknum 'O/w.nclea" 4.6 'Firs CtI"Mci sm 10 the ,, I , ve , sudece in a cemeidbom meter'' or mixed (11 9 mm) plywood, a single V atah hl5laced in accordance with this , the BMW REPORT IIOLDloh: kare9fally rah the the MiK M Were, a VKMMh Co W bughillearl woodlet the fastenerhello hole, vomit be used' On d'the two nab required for roof Mopes or i Ile with I 15052 �ap d IRC @ORAL ROORNOl AN mat gee are cured to Reach requited Streit" Irritant re 7676 SIM#& CIN" = oR11tE. am 100Poodlscl and ovef. The Screw most be of suakkent kerven to R902,1, will" FOCI on aft ftww wo a MOF tee peeebw Metagph the deco a mMnMrrarrr of 'fe iecil �,CiAILMPOftOOAOU" 1e57platlanls, 4Kttemiohs and ttS'ild adhesive, Instelati must be In aCtdmahCe wait (19.1 most, The Mtgldlead screw must tmae a shade - "TWIS a dry weights are *Wkaled In Table 1 of Ills re poet, ROd lie we @lsbabDd' Figure i diameter Or 0.138 Inch (3.5 0m) and a head diameter of wwimrakmL000 polies 0.326 inch (8.3 ram). &I CONDITIONS OF USE 32 Concrob Rod 79M The Me may be ItstMed with bafteas Baaerts Instated The Darall Recl itg ext imled concrete roof Ues described in 'g rOd gee are EoncreJe nwf @Pa tsar must be nbrrksafy I-1nch -3y Inch wood. Each f1M 1 report comply, waft, or are witatra tatsat ETt/iLIIiON StA.DCfi cooly wdh AMU C1492, The root Re b mar tsefaM In be fasteriatl to rile batten with a single corrosion,nissistiont. is specified', time codes listed' Section I of this Mesa f omw as the rods" described in Section 11, bagierlead wood screw in See center faistereir tip. The relent. seellied 10 the fdaowiig co n isons: CONCRETE ROOF TM.ES: ATLANTISt BONA SM incept the tie a nooutertocm The roar f is designed aAft4OELOK44SPACT, CJePo1, CEDARUTE I screw must perMr . the batten a mtrimi m of '14 Inch &I The r0ora1f s melt be it h accorcence wall Itts 'fire coedit aw-iw wp. TAB p and artwMsi OMMWTaE ON, CUtSOC IM EtPANA I @M ..ONA, and Installed dnyr weight we India led h Tffik 1- See total, the applicable chide ad the between 2* tope geo dt men not pt WO t e t t of bO "edge d air tilt l LI case d e cant AM ayned wfrh the top d the 0fltell rasinstmation ESPANA SGO. HOMESTEAD $DAME, NOWSI M - Figure, 160E an @ir on ort he Me- SAW. MADERA. MADERA 7G0. =Sam a 1 moali a aSbrt Irtawfal end this fepofi, ells � hw131 �12 INCk and 2GGS SC yew MCc a @ARCBMK& ROM k, SAXONY, SAXONY 406 ffLMW 4A INSTALLATION these ens, of ale 9DYe these li6s i6lltrfred Act Iris prescriptive parameters, of Table $ - 7aG. SAXONY SM SAXONY-Nn AW4 SAXCNY•1MAW6 4.1 ammwmi 1 3 the iBC and Section R905.3.7 of ON, W. as 62 The mof datkiniiFo SLATE, &4xow-oou rRY ATE, &%XONT-0RIT $NA Insh"m or the a" Ro li ng root SM mist be le ILAXOW SPLIT SLAIC SAXONY-@PACT, SAXONY SM aceomance wN the Oomrete aid Clay PAd Toe far bade wind 1 or d speeds (for the aand Male in too NO 061 taNl) or less and mean Rot heigft of Accordance with Meappradec+lcka- IMPACT. SPAIISH -5-. aPAIaSN `!- NBEIRD. '16fAf t�0on Manual for Moderate CWnele Regions, dated (1 riser {18 or l mfo tr lessPC Iva the IBC aid 40 iced 5,a The BOrM!Pdolllg concrete moFtk$ fee producedi�. it (i2 i92 mm) a lent for the ItiC. ESPAN& VANGUARD ROLL. VILLA. VISA I00. VILLA March 2010, publlened M tie Tie Roo@ng tail a the maanteciaiag facilities; WwTwd In Table 1 tinder M AND VILLA Srla NI*A CT and Western Stales ROMW C003M s Assertion See Section 4LAA-1 oar fastening or a quality control program win inspections Dy K)CES (hefeluder Reformed to as the TRUWSRCA III 11aGonh Screw inleudtwo'nags for awsk tOf&12amCOW, 4A EVDENCESUMEMTOED 1.A EVALUAT10h4 ROOK magwl), and recdgllacd in ZMW except. as Caseate Alto, sae SetOm 4AI-i for Ole NOU000M at batllaits. Data in m COFJM ,,. WKh Be KX'-M Acceptance Olonfi bwwa weft fW Mlomlto codes: extheuwrse anted in this report It cdMMlct between a 2012 and 20091h0malkinve Sri dNV GOO pBCp the knlaSlaat maraat and this Report, this. repos. t gove 4A,2 AD Odw Iles Except Cedadit f O6dlaft 610, for CUT, aid Concrete Roil T'Les (AC1 rFebruary Itarxu and Uadom 7Ga: This, report and the lmwsRCA iMEalstlon marael must g 2012 and 2009 &aetmaUdoat Residential (odes t1RC) be available at the )oWte at � times during inn. 2Di2, 4.i.2.1 11G1Y DC: Far hLAlThate wild speeds 7A IDEATION' 0' For r CREW Codes (See sexton 8.0) The root[gee must be k*taiM on a ll**l ltm tcwr SOW d 2 h;12 (2033%)i, Care must be W-damhng fled tr 130 (20 cl less arid meal to tt(Nd � The tmdefaide of each Mid W. ex-ept Air Cadence i 60 led (18.3 m) or less, gee must be Installed ki Propwbn uvaMalad: ksthe an b ermine Uti pill'; are crept , accossarice won the prescripthe parameters d Tie Oeft0 t SM. Madera TOO and Madera gee, Ls kept wish The MolYedJfE@E Of BOrdl PMBg19 i1gO (Fgwre rj) i4 jo ft age ■ Fie i, in[a11Dn � the eawe and vctSCel I eke � amgk3 b Got to the eMwe In order to enure unit m collect bee&AM Siff ON 1507-3-7 of the iBr- For appaC91011S IBJdId these prescrtpave parameters, the ties and the r-astawg the name LiomldlJkft Boras. Baal Lathe or Vdxstbe e weather tesistance and proper 2 and appearance, AN cracked and Ia A- roof a VArA4VO resistance Systems nth# be designed In accordance with Figure I or CoWak t Cedaga 6OD, Madera 7010 and Madera tom FS1-24}15P High have an "Lf' kniprllted on the by side of each We Each ISM ffWd be replaced- 2.0 USES Design CWANerADILS for wkd AppicaDOm`+ Under the 2012 IBC and IRC (A1AC:E 7-10)-shipping poW must have a bearing title borad PJ)M" 44 Adh"ft LM SySMtwS: The Borst RooEllg concrete roof toes Its, Ied over sold The Banal Roofing roof On may be knbd d with root @e motto: iota 9Te dOSURSibn�ritswtiachai- b-§Dn and 4.4.2.2 2912 N= For bait wind speeds -Second gam) address: cow SAP mefmw wwa Of RIM per Paw sheet" x Used as Ids A poor eovdings In adresives Not are recogrill In a current KCC-ES accordance with Section 1508.2 of to IBC NO Section of 100 mph (161 pMt) or tees and mean n ROW heigrits or production dAK Installed weli and Ube eYWASNi report 40 red (12 192 ma) or less, tiles must he kotaled In 0-9-MM-1647). "Nuation report for tare In concrete mating W R9O2.1 dine MSC, SppYClidOnS. I belt d gee hISa1B idlest aiahe9rYe set appicas or accordance with the prescdpi payers d Section a.G 011'" CODES 3A OEfrCRfPT10N mast De io an nee whet the adeeaSet RK6.3,7 of the SRC. Fo' aptifCaiFaris beyond these prescriptive �. m gee am the far�t'g In In the Codes deletericed n 1._0, Uve ma's ICI.-EftlVatWd report 4.1 Inmlodttq cor mots, o Tow mis syste ui be designed In accordance with Parise I of products an Mreport wwere� fro � with These Nor on we exsttmAed kkftk Concrete roof Ymlni Sri at Deco cons a rAlgn3 Ror High Wool ft fFXpdresee is dine 1711owlmg Cute'$: that comply voth ASTM C1492 and he" Itaedockilg ribs Except IN one Vila 601% 8ateloW 600, Saxony 600„ Applications Under the 2012 ISO and IRC (ASCE 7-1■ 2006 tm�rrabowef � rat urn Ube NnglaudkrNl edges of the fts to team tgk w Boo and Madera toes the D" Roofing 4A,3.3 2909 00 and IRM For basic wind Weeds a 2tMDrr hV6damono � GdkAt (lBG) Co ee (IF (3 se cond ;gust) of 100 mph (161 laW a less and mean 'Firdsed Apff 2"4 roof heights of 6D fart (18 298 RIM) Of desS for fife OC Or Tor Masi Roofing Concrete Nof Vies histaTOed Over 40 Feet (12 192 rem) of leas 1W the IRC, lies must be Sold or Spaced sheaMdng are toosifths! Class A M TILE DESr&A KYA TILE FACTOR on snit FACTOR RAIW Celt 4M44 Tee FOMM I.WQ mmsim s a l saxafft SO Old En hWWI% TOM ESPaa Va•• v1la 04 mnl we - Howadead Shake HaDmsLmad-able ROM -. Svzny-kr¢mel- /Waft SWk I At mb* Twmn d 1.013 0.7"2D apwk%h S 1.26E 0.899 ssrnMh SNu_ 1.144 0,813 Espa a t 9arcalaaa I ms i.oel ESMha GMI Bamddfba ow 8amemnawo BecNrana-1 I I Satiny we sax any 700 slmraw 90D Sam"90o itriils slow Smmf7 we fart ON English Us" Viaom Vft ow NIa 9W -impact sonmom-kww" 'TM IKIN taco x go fad0r! BM I6letter of 1.407 fro.. Sw SNOW 4.42 4f ix9 POW add ANmbdx t Oraa TRVWaRCA k dWWNM "wow tar addra'ral h WNL %aama arckdea the tenw g peeiCa6:. s-ony- slab, taale, spM slab. spill sidN, caunsy sta ke, courtassaft cadry Spr &Nm, 84M Thatch and SW Oki English Thoth. A7.0a.Ammi-AP-comer rs®...rr,*.-mamma a s_,me, cirri.sr N-4. Wdid4-4ri..r 1 Installed let accordance *ion 91a prescriptive of accordance wgh the exception 1D 20t6 IBG ISec90111 I- --- "' Far Six 1 itch-25-4 mmo I t�f ®4.a6 k9Tms''. r-m� SI: t Fait€= 25,4 alai 1 ptl:= 4,aa tg�. 4swmr4hLmerrdalr+ex.rw..rarwwr�MtAr'luma lees emanrrwf bASCagirYrnSrWas:lr,' •Pm*a awrrY4 m Table 1507.3,7 d the ABC or Section, R9176.3,T d ire IRC, and 2W6 IRC section R902.1. AM Meer coctdhor+5 or rwA.Arcoa4rmrPk$*. wrtwurwsria*Mr.t6Ar.4rwt soJbm as apprlcaDle. Fof' aPpMaMons treyrorld ttitae prescinclove, CtCLlgnli0rl are SN described in SeEfla# 20tlrougTr 7.O rittWModywsiptisaMedona3-richhn6aaap. 0~4102114 PAEm'larm pararnebeis. the @es and the flishinklg systerns must 'Act dMWWM We nwakok T DESIGNATION INSTALLER oily tIF1WTOl di DMEIITSa3R"a WII RWItJFACTURa4G FACILITY LF.NGTTI hMDT11 A -aim IR4 1611a tolh PNAPKO Abates -TmWrnt 10.4 161/a loth Pomona Bah:el"900 as 17 13 lake wales Barcelona 900 9.3 17 13 Laavap Barcelona - Impact 103 t61ft 13 K>ly _ COO 10.7 1 17 12% Lam wales Cadw& t C,adwrht Cold 5.9 I3'/t 13 2M EaM1a/B4msalata 90 17 12% Hedersoa E ssilms a saftakum a5 17 12$a Lab Wales einianalleinorroa, go 17 12% LAM* ESPMISamekm f::sprasa6mle malam WO IA 5.2 17 _ _ 17 12% 12ata --. RNft Samiday 9D0 - KNOX# SW MsRfera 9.1 9.5 I7 Iyh i3 13 sixom a" L4adma Io) 7.2 131tx 13 t - L alarnsI 103 W& 13 From* Sanwny SOO - Said Oki EnoWh Thatch 9.8 17 13 Sk d*M S2x9ny- CM" grow 10-1 left 13 Kaly S Hr-Cm"slab 103 17 12% Rwb Saxmty-o-"Swea 10-3 IS% 13 Katr S41t W-CM"Stop 103 17 12% Rob SaluPmt-Oairary89gSlwlw 10.3 lee 13--- K* Saxmry -&*nth n ash 103 1614 I Katy Swww-Erokh Thaah 10.3 I7 12% RYb ,Swmw-IEtgbhTbfth 10.4 17 1 12$s Lab wales. saony-$hake 111.3 tally 13 Katy saAmmr-Shake 9.5 IS% 13 ,how* Saraegr-Shake ---_ summer, -$too -.-. III 1k'4 17 - 17 _ tilt - iA - Raft Lake Wales Saxony sham 16 _ 1P I Dower sa;ony COO -shalom 91 17 13 1 Lltkm U.-Shwa 2A 17 13 Sloekkar 50=v- 9-5 161h --. 13 Ptnsaeril Saxony -5wo IR3 16% 13 Katy sammm,-state 10.3 17 12% RHka -':-.sx.0' rw state 10A 17 12'h l,wa Ywates Saxony 9W-State 9.1 17 13 L.airmP 6urwry 9W --'gala 9.1 17 i3 Skckker sky 900-ASIX* 9.1 17 13 SFotmm _- SOWN -stale 9S 17 I3 DBMS, ---. r7 _COraaly U" - 2-6 17 13 -_- Denver Sa ry-spitttylier.OEPh Thatch Ox6 17 13 Do- Saxony-SPH Shake IO3 17 12% -. - RED -. eaW# -'Split SO" 10A i7 iA I Lake wales Smaw-swsiakm 1 10.3 1 17 1 121a Ri11ht -_ -. Tab DE61�hATbli DISTALMDRY Even"En be4 lowA er"V o - NLMWAUtWJRG EACH-" LEWTH wwm sea r-aa slat 1o,4 tT 12% Lrm wales saonywo-snake 57 17 13 84oehdm swim wo.- star 5.7 11 _ 13 swemm sium" 600 - spet Sham 511 17 t3 slocklon t3amryr 7W-stake 72 17 13 sloc/1on 9awft 700-star 71 17 13 9lotMR 8.WWZ! a8 Shake v-mmy7ah-Shake 72 7,I I7 17 13 13 Slock Rim 9mumy M-sifla 7.1 17 13 Rmb Szmm y7Wi Speashake 7-1 17 13 Rhbo Saxony ow -Shake qTny ON -Biala -- III a.l 17 17 is 13 Fled~ HerLv en Sao" Soo -[mftSAW - gm -shale -.- 9A S.s 17 17 t3 13 HMKWSM Los walls Saxony Sao -gap 95 IT 13 Lab wales fem"90D-smstwa 9,5 $7 13 Lab wales samrry90o-coo birski o 15 1T 13 Lab wales 8pa€dmn S 9.5 IS Birds Pompano TWO Efpaa f Bm eom 9.0 wig 13 I<aly Vanpwi Rae 9-4 1814 13 Pmap- Vel _ 9.6 I61tz 13 Phoaak 1'I49W &O 17 i3 nwb vwaow 90 t7 13 Denver V096M 52 I7 13 Rwb leateD ILG I7 13 Stoak4r Wra989 93 17 13 sbxmmn 90 1614e 13 Katy v9#a 90D -_ 92 t7 13 take Wales - - SOaixsh'8" mom " 17 Sit. Lab Yrawe saxmryeor _ 52 f7 13 RisL savvy gw 0.3 17 I3 Filled a-mom,-la"Part IRS ffiK 13 Katy owww-=mww _ 10.5 17 13 Dmwm ww -tn It t0A 17 13 sloctdbn VIa SM-Impact I&I 17 13 Dante --- Crook ion 9-5 WA 13 Taws -Shako 9.9 %X 13 Tacmra HUMOshm -=3aate 9.9 16% 13 Tacoma PA= 13 16% t3 Tacoma sammor-Show IRS I A 13 Tanta •nr-sue- IRS *,,t -- -_ _ - 13 Tawny 8a',e"-C-.4y State to6 16K 13 Tacoma SWW"-SOB Stake 10,E WA 13 Tacoma smtokw-$ -Swe IRS F t6% 13 - TWO= VE' 9.0 I 16% 13 Taco" -0--0 N N C_ N M N -I--, a) > � � a)Q = O Q O i CZ -0 0- . CM U � C/) 4. N -0 U O O _-0 a) O a-q O 0 O U_ _� CO 01 `CV L+.- O . _0 O '^ = (1) I- � L CDL /�f � O I� -0 -� W E Z Z It J 0) C: O ry }^,+ W (D C_ U) m 0 F M 0 CL C: fi cu0 (D 0 O 0- C:;) 1 = VJ Clio co m uci U) G Q z Z Q J a_ 111111 IIIiTr._T1- I I __ - - - - - i a.- I ;_ T. ,. of r1:.:i ,Lu .--.;a.ua a.:�rLTLLnJILd..lo a w:7x i .a.lAilliw u „ u La a,Ln�..,: ii! F I 11 I _ -I I - - I a -1 -l- 1 1- SHEET N0. RD 1,0 N N �f1 O =3 ESR4"T I YostWWWAeeeptad"Thia<td Pape 6of lE E11R46471 Yost WdalyAweptadand Tinned Pap Tolle ESK-Ida i Mnar N7OWAooeptled aW TnWW Papraafta E014647I Af=WAWAOMPMaWTniMW PaE"lti ESR160 I 25�EA9wPedaad TnAsted Emleacle ^L' s^^— W OAfrYYt-.-SYIe NWaa-Traarra•*'� �� SERVICE err A dap a Narupte A N thOtt 8 � s" n M" A rvnr... ♦ w"•r yi.m"w L V lnnrt-tide rrrr ICC•ES Evaluation Report ESR4647 CBC and CRC • « " .'. " ..:, ;rr:.wlr � �U (D � V t� R* rtissum sullied I, 2s -0 •t!� '° wrirrhr A I (tlM 423-+3617 1 (562) 68&0643 A SWSNAW of Me tntemallionat Code CouncilO O O 1? = O 07 31 � � 11i$:7URE PRo7ECiFQN � r_et - - - - - REPORTHOLOEit M 0 O O SORAL ROOFING CL own"a tom _ 7rwtaais � 0 C6 drlai F— Cf Q iMitnr• iaawu ahrwoq�t EYAt.0AT10N StA3JEOT: M .s«S,S1Mra " CONCRETE RO(W TILM AnAlITIS. SAWMAINA MQ "=LON#,-EAP.ACT.CAM CRUARGTRICEPAIRUTE00, CIA*= 10% ESPANAi BAROEI.ONA, ESPAIIIA NO. OMESUAO ffiitANE, HOAf "IEAM--4C.ATE. NAOERk NAOER+AI . ---. M MISSION E 1 BAROBONA. ROMA. SAXONY, SAXONY ON, SAXONY 70C SAXONY 900, 8AX0110-1 OXF, • SAXONY-SLATE. SAXONY-COUNTRY SLAM SAXONY- 41PUT S1tW- SAXONY--SPLIT SLAIX SAXQNY- 'FACT, SAXONY 8E6-411110PACT, SPANISH -11", SPANISN -S NUEM, TEi" ESPANA, YAMUAM ROLL, YIEiA, . , VILLA Oft VILLA ON AMV7LLAEEE-4WA= W - 1 Camplla M WM IM 10ECMrft Coda in2mo Calaurnio &NO V Code hrrr err evai it w a�irid arrshigr•r1M vnr e�.wie�.rr van. ra in2010 ttinria _ .Code tmo,e� sort cur a aww-srrrur w. rc av: e.rerhair_h«p•[t rYIM•rn A S vw.rihr.hw..e larirh•5'hir.r• - rrri sue. iY ilr,r• ■ Fie t�orh tws.-�5r.�grA+4: ■ Wig FMRE 1--TLLE RANSTRAIMS "*"W) fieg lrCS sir 2A CaWwnk BUNOV COO iC8C) Auoe•r� 11YY The Boral concrete rod Was eescrlletl In roadu report EM-' 7 may be used where a Class A loot covering -. allow. connpiyln0 with CLIC Section 15051_t, a Class B mbr t:hve" coitrplying wNr CDC Section 1505..1a or a Class C foot *` No mom• cover" Comp g war CBC SWIM 15051,3 Rio MWWK prtwnded W&MOM E in aC.C4MM" w9m She mauler report and rwrrhw the additional wqAtmadis otSaciobs 1501.3.10 alb 1511 dthecaC The root Yes r , be Ind it Sue construction or new b laca�st in a Fare ttaz� 9�ew,eriby Zone w1ErMl Stale « « « • S Responsibility Aicas or any t Viktand-Uibm Iriienane Fire Area. Provided Installation is also in act *M the masher .... ' . � - � � ■ � repeat and r,e addithanai a Secikra TtttA3 aria T054 ot'tiie - The Elcral Roofing concrete root ties descdoed In She mauler report %47 may be used where a Class A roof cove" i Nag kle pan � may be an on con4" wet CRC Section R91.1.1, a Class Band cw�rg cor"I g with CRC Section R80b1".12, or a Claw C mot -- - aovcrkg conpying with CIS sesdibn R9021.3 Isrequired, prevailed Mailman is In accordance wall rrhaSc r lreport and the a Manal requirements of Section R905.3 of the CRC. Me roof deg nfn, be used in She construction of new, OWdirip lbcalet to a RaeKace Fire Area, a.•*u`w+� Ftkit'i=itl.E i.1llSTRAIXIrIr tCaalkhwdl P installation, aalso lrraccordance with tlherrhaster report and Via additional regtR'emehEss#IL3'1T_t3_1and FTGIIRE /-Ti.E I.LUSTRATIDRS MOM 2-NONERLWET" LOGO OR MORAL ROOFING LOGO R327-50(the GRC. Tree paoducts resopriized in Stir supplernent have net [rear evaluated for c ee with the &Hernaftraf MrSend-tkban rrG11RE4-TXE ILOSTRAT101iStr+oaatiuerJ " walnut 1--nLE UM VIRADWS Condoned) This B4p>ernerr expirescarcrwadly wall lire m shm ;epod filed Ady 2013, revised April 2044. Yt«vi«ea AMU 211114 ican«�.r..�wsw.,.�.r..•...,r�•...r�....E....,,.w.rrr�...�tc�.t.....r„rrm.w..i r..«w,art.wr.aiW«wAr•M....v«,..•YweA.Nhw..rlrwr»rurw•nwrerA:CarL.Y!arWrc ELc.yrwr..+Y.IWt�r r�OSJ�i+r+Mrwia+Mlw>;rsr�re}airtrr•!I}a1r,�rc slow CappWol" ftv144 FL #: FL 5219.3 R3 FL #: FL M9.3 R3 FL M FL 5219.3 rd Date: 4 / 13 / 15 Date: 4 / 13 / 15 Date: 4 / 13 / 15 FL#: FL 5219.3 R3 CS■ CK � in�in Report No., tie-sttvE -s-sew ER RePort Noll i3a save-s-s6iv Etc Report No.; is t38 sRv s w y Date: 4 / 13 / 15 uIN CBI.iCK t�nrinU Page 3cfPK tit Page 4of8 ��i��tML � f 8 Pnq rtrlo.:s soot-ssewwert Q BUCK �tn'tnq age 2 of ICC 1 "13 SERVICE Sp ic3c5 u SftL$= CN e r vQ11r Perm OUCK IM WWKOte of auhwr:ot W #8064 Spey StrLleturdl CBUCV Inc. Cerr/fi€ote of&dwrizobo #'8064 S eq=JCWy St1'LJCtLxdl - CBUCK, Inc. Certiflraw o`�isut= � �-CATUCtLJ1 all � CBUCk Arc. Cert* to olAuthattw lion #W 6d ICC-ES Evaluation Report EBR-1647 FEIC Supplement" Spey wed E -OrKm rM CRUM, rr- `""fic't`Ofaan,«&udon#80" Rol"rasdAy2013 7fYsrepolta lotT lAugrrd1,20f5 Evaluation Report 1 (800) 4234W I JUA dlmyof #ie Cornic a Performance Standards: The product described herein has demonstrated compliance with: ��' A rr li Manufacturer. TAMCO P p Compilnemts/Materials Ridge Vent: Standard Off Ridge Vent Standard Off Ridge Kent with Permanent Baffle far Shingles TAS•100(A)-95 - VWnd and Wind Oriven Rain Resistance ond/"or Increased (by Manufacturer). with Permanent Baffle for Shingles 4Vindspeed Resistance of Soffit Ventilation Strip and Continuous or Installation: InstaRatlon Method: OlYitiit7N: 3aoS�TL�IMALAtOLLOrsTtIREPROTECTIDrt Medal Roof Assembly Thickness: Steel �� m, � � RbofTlaa Product Name: "Staidard Off Ridge Vent with Permanent Baffle for Shingles" intermittent Ventilation 5ysterra lnatotted at the Ridge Area. Wield Strength: 26 gauge (min,) (Refer to drawings at the end of this report.) REPORT HOLDER: Manufacturer: Corrosion Resistance; 50 ksi min. Code Cornpl�rice: The product desa7rlbed Ihereln has demonstrated compliance with Flar€da 1Juilding Prepare deck opening by trimming any shingles &nails that may interfere Product Category: Roofing In compliance with W Section 1507.4.3: BORAL ROOFM Thompson Architectural Metals Company TAI Cade Sth Edition (2014), Section 1704.2. with ridge vent installation. 737E IRYRE CENTER DRArE, SIX E 100 - p Y • ASTM A 65 Coated, or , mtiEl�anL.#�alutt►7rr1s 5O15 E. Hillsborough Avenue ASTM A653 G90 galvanized steel Apply roof cement to the underside, bards and side flanges of the ridge vent WV C/ g Prochict Sub -Category Roofing Accessories that area Integral part of the Roof System Evaluation Report This product evaluation is limited to compliance with the structural requirements Cement should be a 1/4" thick and extend 2" onto roof undertayment. m JXWAVBLCOm Tampa, Fl. 33605 Scope: of the Florida Building Code, as related to the scope section to Florida Product Dimensions: 24" (install cement In compliance with manufacturers installation guidelines.) Approval Rule 61G20-3.001. Width' • Position vent flange beneath loosened shingles and align with deck opening. (800) 248-3456 Compliance Method: State Product Approval Rule 6IG20-3.005 (2) (b) 4-1/4" EVALUATION >NAJEOT Height • Attach vent top and side flanges to deck with spaced 8" o.e, and 1-1/2" Limitations and • Scone of "Limltatlons and Conditions of Use" for this evaluation: Lengths: for Various: 4', 6', 8, or 10' (nominal) from each end. CONCRETE ROOF TLEs_ ATLANTM BARCE11"d4100, e.a^e ^-"- ACT, CN-W OaNwa. m I CIEDAmsm Soo Florida Product Approval Prodlhct(System "Standard Oil Rage Vent with Permanent Baffle far Shingles" Co tt M Use: This evaluation report for 'Optional Statewide Approval' contains technical « After fastening flange to deck, nail and adhere loosened shingles with flashing CLASH 100, ESPANA r BARt�OVA ESPANA Soo, HOMESTEAD SHAKE, NOiE#TEAD-3LATE. INAOERRl1, pP P pP MAMA 710 SSSSMON S, t BARCELONA, R01111k SAXONY, SAXOW S6a SAXONY 700, SAXONY MOO, SAXONY- Description: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. documentation, specifications and installation method(s) which include Permanent Baffle: cement. Apply flashing cement to exposed nag heads and wherever flange KE, SHASAXONY-SLATE, SAXONY-CDUNTmr SLATE, SAXONY-SPLIT SHAKE, SAXONY-PUT SLATE, SAXONY- # Fl. 5219.3 R3 "Llmitations and Conditions. of Use" throughout the report in accordance Thickness: Steel edges meet shingles. VILLA SAXONY S0ANDVC'r, SPANWiI-- H •S' . lIPAM:N .y. NUE1fO, 7GiAa ESPANA, YAJInitARO ROLL, vnAA, Florida Building Code 5th Edition 2014 Product Assembly as Refer to Page 4 of this report for product assembly com ents materials llr Yield Strength- 26 a min. YILLA600,+ILiLAE00AlXtYlLIIiEOp-tYIPAGT lrr � � Y ' / with Rule 61Ca2i�3.005. Per Rude 61G'20-3.004, the Florida €iiding � � (min.) Method' 2 - B Evaluated: standards: Commission is the authority to approve products under "Optional Statewide Corrosion Resistance: 50 ksi min. Install the "Standard Off Ridge Vent with Permanent Baffle for Shingles" assembly 11.11 EVALUATION SCOPE Approval'. in compliance with FBC Section 1507.4.3: in compliance with the installation method listed in this report and applicable ,leodu. Category-. Roofing pp code sections of FBC Sth Edition (2014) . The installation method described �1rfth4w oll, i. Ridge Vent with Permanent Baffle . Option for aootiCation outside "Limitations and Conditions of Use" • ASTM A792 waled, or herein Is in accordance whir the scope of this evaluation report. Refer to ■ at 2010FkMaaWW Sub - Category': Roofing Accessories that are an Integral 2,. Fasteners Rule 61G20.3.005(i)(e) allows engineering analysis for "project specific * ASTM A653 G90 galvanized steed op Po ■ 2010 FkfkbBMMV Part of the Roof S eon 3. Roof Adhesive approval manufacturer's Installation instructions as a supplemental guide for attachment, y5t pp by the doted authorities having jurisdiction in accordance with the Dimensions: PropINSNsavahninnd: alternate methods and materials authorized in the Cade". Any modification Width: 6-1/2" a Fire cI 111 11 Product: "Standard Off Ridge Vent Support: Type: of the product as evaluated in this report and approved by the Florida Height: 4' S wemlerr ice with Permanent Baffle" Wood Deck Building Commission is outside the scope of this evaluation and wig be the Lengths: Various: 4, IF, 8% or 10' (nominal) Referenced Data: L TAS 100(A)-95 Test in wind upon resmance Material: Steel (Design of support and its attachment to support framing is outside the scope of responsibility of others- PRI Asphalt Technologies, Inc. (FBC Organization #1'ST ID: 1556) 1.11 PORP00E OF THIS SUPPLEMENT support: Wood Deck this evaluation.) • This product shall not be installed on roof mean heights greater than 33 feet. Fastener: Report # LVTI-007-D2-03, Date: 7/14/05 This suppfement Is issued to hkate that the Concrete RoofTles aestribed In ft report LSR-1647 coming will the - • This product shall not be installed on roof slopes less than 4:12. Purpose: Ridge Vent to Deck 2. Quality Assurance 2010 FOM 81rWs v Gx* -B&Mv ano the 2010 FWM Seining when desigam and YsstaIe -in Description: « Refer to a g requirements. Type* Annular Ring Shank Roofing Nails By Keystone Certifications, Inc. (QUA ID: 1824 accordance War the evaluation report under this additional conmion: The Boras Ranirig extruded concrete roaties • applicable building Code for ventilation wrements. T rtg g ) Prepared 15/32" (min.) or greater plywood. pP gauge x 1-I/4" Thompson Architectural Metals Company Licensee # 260 mat be shslatiad to accordance wall 0hc,aormhnrdatlahs of the FTi.4ArlTil 0732DiOn tdarmt. by. �+.+...r.wr«rrw • Design of support ern ix outside the scope of this report Size : 11 a ps Pan!' Use of the concrete and On described In the maft evaluation report for compXaice will the Ho Velocity Hurilcam James L Buckner, P.E., S.E.C.B. �wvnnhhiL ieiftt/ref' • or Wood plank (min. spedfc gravity of 0.42) ire Classification is outside the scope of Rule 61G20-3, and is therefore not Corrosion Resistance: Per FBC Section 1SD6.5 3, Certification of independence • F zone prmretforns of the 2010 Fiun� se rig Wry, and am 2010 F"Jala � has dint been Florida Professional Engineer # 31242 *` � included in this evaluation. Standard: Per ASTM F 1667 By James L. Buckner, P.E. @ CBUCK Engineering evarfaMed, arhdlsaulSftlethe sew daft supplierneld,. Florida Evaluation ANE ID: 1916 % Slope: 4;12orgreater + This evaluation report does not evaluate the use of this product for use in the (FBC Organization #ANE 1416q For products b *v udder Floft lane 98-72, verification #RBI hie report hold`s quaity a program is 041104 bra do 3t2t2 quality early by ire Fk,dds &Mkg Cana iron pia the type o being conJurcted Is it* Project Manager: Diana Galloway t High Velocity Hurricane Zone code section. (Dade 8r Braward Counties) 1t at an approved vallidation exdty let the code bnlcid hNher, the report iholder does net possess at apprkival by Report No. 15-138 sRVP•S 56W-E y fu z iiayf Adh6si nM: the J (xevisnI2-2t7-shot,:z-s6Ww-rt fto ras2tv.srttl Y a arAtuoF :' Au Quality Assurance. The manufacturer has demonstrated compliance of roof parcel products in Product Name: Heavy ocd d Flashing Cement Thinsupplarrrenttookescaicunedlywith *mauerrepode dJuy2013,revt AprL2014, Date: 4/13/15 ,�et+'".,,n0100OF �� accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for Manufactured By: TAMKORoofingProducts "re"", L �� manufacturing under a quality assurance program audited by an approved quality Type; Asbestos -free asphalt based roof cement Contents: "re"", manufacturing assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA with SBS rubber Evaluation Report Pages 1- 8 1824). Application Size: 1/4" thick minimum 'RwN•d Apl2N� Standard: Per ASTM D 4586, Type I rccsar..var«.a .• .ra r �� w.ewlw rana.•r�nla+b.+i®� �. ..r�w:�.•yr:.yr.:r,r+.,•�•.warr,•.Is..r:w....wYxcavw�.srr><zla:.�..nw.[as �� MUCK, Inc. how, AL ..yArArrw.s.err.wanr.w.s..ssw ..,..rb,►r,�..c 1399 N Kilpan Drina, Suite 4 Wit Palm Beach Florida 33403 c�hrrRa •els h�1 d1 a m 2015 0427 0958:14-04 OlY Phone: (561)491-9927 Fax: (561)491-9928 Website: www.dxKidnc.net FL#: FL5219.3R3 FL #: FL5219.3R3 Date: 4 / 13 / 15 Date: 4 / 13 / 15 �` `� rt No.: SRVP•s-S6Yd-ER BUCK EncatnGTr ing �`,,, f SRYP;S-afrw-ER BUCK Engtn�ing' Report N9�.: 4.r pa.. 6 of 7 of 8 !vT CONT CONTROL PRODUCT Gil�PR4L 5ErLTlON SECTION DEPARTMENT OF REGULATORY AND ECONOMIC R URC'ES (RER) 11805 SW 26 t Rmom 208 COD A.D TION DTVtS10N - Ftt z1175 247i ROOFING CompoNENT APPROVAL Category: Roofing Suit -Category: Ventilation APPROYFD APPI ICATIONS Ttadename; RV 10 Aluminum Ridge Vent DETAIL DRAWINGS O O S�`� �ifi7�r1r1Q CaUct vita Cea roe afAutd wimnrnn tta@64 CaU rri Certrfiecte Authards nt xn Aa064 �� 89ARD A.ND E nmvisTTt+ . �, _. - . T (79E) 7I:E=2 MateriA.. Aluminum F (78bj 315.2599 System Type: Mechanical attachment of ridge vent sv5rn over asphalt Composition 5hdngles, 5-3/411 NOTICE OF ACCEPTANCE (NOA) rev mianidadesor/ecmnmnty lvlinimum Scope: 2:12 fA Installation Method Cutout: Truss Construction: Cut sha11 be 2 wide, and length shall be 12" (plus overhang length) /11 Flora Metal Products Ipc {` VJ TAMED Installation Method P.O, lox 6310 TRADE NAA4ES of PRODLFCT3 MANLJFAt"rL.Ti EI7 (lR LABELED BY APPLICANT shorter on both sides of gable endor hips- i" "'Standard Off Ridge [tent with PermBaffle Permanent Bae for Shin leTAMED Jacksonville,, FL 3223&6310 Pr�iiet W- '" Mensious Test Product r � g Soeeifkati0u Desclintion Ridge Pole Construction. Cut shall be 3-'w�iduf, and length slhali be l2" (plus overhang (�) "Standard Olt Ridge Vent with Permanent Baffle for Shingles` SCOPE: R1a'IB Aluminum a- e�h" x 1a>_ � I � r tength) shorter on both sides of gable end or hips. (>, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tcl,„ TAS I00(A) Ridge ventilation system 'he Vent Installation; Install end plug on the end of the vent sealed with 100% silicone sealant. RV IO � documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM), N AN )FAiCTuRiNG LOCATION and plug. IO ` Sire Length Height This NOA shall not be valid after the expiration date stated below. The Miami -Bade County Product Control Section L Jacksonville, FL. RV It1 ALUMIi LIM RIDGE VENT / (In Miami Dade County) and/or the AHJ (in area's other than Miami Dade County) reserve the right to have this Apply I/V wide bead of 1OWo silicone sealant caulk to the bottom flange of the RV 10 4" 4&2V 8.5" Aluminum Ridge Vent sections close to where roof hole will be after vent is installed.productor material tested for quality AE��ia�e putrposes. If this product or material fails to perfaritt in accepted EVIDFNGE SIIBi1i1TTED Aliend of first section on the end marks and the bottom of the flaw 6' 70.25, 8.5" manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or Align nailing on the 8' 94.25" 8.5" end the use of such product or material within their jurisdiction- RER reseaves the right to revoke this acceptance, Test Agencvlldcuti fir Name Report Date chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge 10° 11&25• 8.5" if it is determined by Miami -Dade County Product Control Section that this product or material falls to meet the Center for Applied Engineering, Inc. MTS 257414a TAS 100(A) September, -- Vent in place using 1 Y? aluminum ring shank roafng nails 6" o.c., with the first nail END OF THIS ACCEPTANCE 2-1i1" requirements of the applicable building cone. 1'A" to 2" form the vent end. All nail h and vent section joints shall be sealed with pP g PRt Construction Materials Technologies, LLC FW-003-02-01 TAS 100(A) 0-11a'/09 100efo silicone sealant. clear Opening This product is approved as described herein, and has been designed to comply with the Florida Building Cade FWM including the High Velocity Hurricane Zone ofthe Florida Building Code. Install Florida Metal Products, Inc. High Wind Straps over each end of ridgy vent,all iz. DESCRIMON: RV10 Aluminum Ridge Vent connections berween sections, and at a maximum of 3 ft. intervals over the remainder of the vent using four 1-154 "aluminum ring shank roofing nails per strap Typical B' O.C. MAX LABELING: Each unit shall hear a permanent label with the manufaotnrer"s name or logo, city, state and followingthe Shingle-: None statement:"Miami-Dade County Product Control nless se noted herein, Norrind # g. 8", or t4' Length and VAArhd BafBa 1.5 8 8 it B B" 8" 8" B" 1-S SAL of this NOA shall be considered altar a rerteewal uappliratiata h n filed and them has been no change Ventilation Refer to manufacturers published literature. CD O " " Calculations: -�6 6_--.v,-_ in the applicable building code negatively affecting the performance of this product. 1+ t (ll TERM3lhiATION of this NOA will occur after r the expiration daftor if there has been a revisit or change in the GENERAL f_,I1virTATIONS: ^^'' O O materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty product, 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean freights greater than 33 feet. W SiandKd Or R * vast wilt Permanent Bdle for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section O C3 of This NOA shall be cause for termination and removal of NOA. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. 3. RV 10 Aluminum Ridge Vent shall not be installed in eanjunction with Gable vents. /CZ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the 4. Refer to applicable Building Code required ventilation. W O O expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done � Mtn in its entirety. 5. All approved products listen herein shall be labeled and shall 1 the imprint or identifiable marking of the O O O O O O O O manufacnarees name or logo and following statement: "Miami -Dade County Product Control Approved" of the W Typical Assembly Isometric View - Miami -Dade County Product Control Seal as shown below. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, Nair 1� 1-V a brRanbn Resistant.This renews NOA# 08-0611.1.0 and consists of pages l through 4. a FloOrrg Ndfa Z 5p rka W O.C, VAX and 1" From Oukx Edge Hedge The submitted documentation was reviewed by Alex Tigers. Locke 1 1t2' F1ornF.Sch E.rhit z NOA No.: 12-4810.08 NOA No.: 12-08i0.08 NCIA Nor. 12 10.08 NOA Na:12-481E.08 Q Expiration Bate: 01/31/18 Expiraton oste: 01/31/18 E Expiration DOW 01/31/18 Expiration Date: WWIIS Deck Mnimlm 15Ci2" Wood Appravi d Mft 01117/13 Approval Fate ; 0147/13 Approvai llate: 01/17113 Approval Date: 01/17113 J Page l of 4 Pagc 2 of 4 Page 3 of 4 Page 4 of 4 a SHEET NO. RD 1,1 " iUC �N' 'T1Raeasotgax Code Compliance Research Report s s CCRR-1069 Dabs: 01-01-2017 VA � D�ered° IRen rl Dater 01 41-2411 C01140 COWW letrscs RIP03i C -1684 of 3 The urderlayments must be hm&lied In woorclancse take Precedenoe over that provisions, In the naptatt v+ h the a d t 'or 1 �7 d IRC Wdee'e SoWon F405 applioOk to the tarot mosting being The un me M be d the 5 Irsiatlgicxr Rrodded to use with approved Code Cortilpffien"suirch Report CORR4062 Pagslotll U CODE COJMPUANCS RESEARCH REPORT QSE 0.1 Awn" ol'bulkling products WWV n erl&s coati srsiy b a bddN l . anrar 7,6000-.TH AL.I STURE 3.0 print olds - required apld' t hank�IyMacdhedrod in where appowail Is iNSTALl.An63 1 PROTECTION Code, eveluatrori report, or Asral Se cidicen: 0730 --Roo" Fa to nd ilrrdartayamd TacgIvSkint 15 Is a medw000dy atedied syrithaft of woven swim anrile ineirtr Wris, whictmW is more restrictive, 53 Installation is limited to Installations where the rood covering ton rtt�' hot ,ttaRrar phstL sttli tart be 0» tit a aetts+ta ��.t �t�us�MTo�s mrrsrocitrptyVvtMtttmrrspplttt�.+st�y�sta.fsroparEettttthsa pkblsWl _ Tre turuai be Est the, simr at oil 3I d ift i�elteiiun_ REPORT MOI. R: both ski", The undelriaymrad to We(* in cols r on both r c�uerir�I mat!' fta € - - - Hormelbedird Building Praduatis, Itre. avooed end sheathing , and net& an overefil welgtit Il the un and ft &4 irlstwiation is Imbed to rodSiopesof 2.12 ef7%)L the Moduct by ftftteL Pftlo applonfion Of MftGuwd Tvughlildft, Qta rick surlsess MW bs dry" Was of Acal, 4K boo nalle-sand o li _ .: 506 OW~ ft" of 1.8 pis per !rift square fast. The undarlsryment t be within tts "a or grew. �� m el lie ialwesd of m at rods of 48 wide by 25tiimet the report s p h"a kin 0.2 to is ApPtltaltiolt<iAitlra�hi�it#aaryalg',P1IpItY wolviJopboAm T 2li a ly s Imo. 0�G Attic � coral be provided In with the applicable Cvwr airoce theta we tax trimld to � 1�isktn surd t this report, rtcirfle ui rd Tough6iein r aria Is deaagped lbr roeding elgpsa a12.12 and how and a to 9 bo dtlaWW O*d qd sup alit REPORTSMOCT. Willerttf a sxsake0 of 4.2 ire, 8arrlar. reogWemennts to of tho hodmrrlal Owalfet) to thweave, staaNng:al char eowetsavepohtt. F.ortaw slops appeaedons; mmillyclall cad asbeaasers212 te•4:12 it T tit, Teteg� AQ, Totegh WtO 20, hod'r a Vygtr a tltr am art the ekla, Ttia rcaf a hojo rfat "an evaluated her to is mrasH d to avarfap 6�96 pica; l", tdr t trpl&N dad ihrr tbw elope estd otatltratt Rs4WRgs odds TooloSkInlit &t era! TouWAkIbS 06 mar The A tit is grey inc on both overall and has and of tine as'am bBK in arena this m The roof a hst� � been Tv4h8 lnl6 rrts designed nits � * Ir ee, I RWft In neiderr�i 2,6 test The u a Its � 1507 cx I to an ice n 1 or for for use es%e bsnrlars t TASCOMOFEVALUATION kt 0(48 try t keg. border a � cr sheet withor him� A" I s I : to shouldMade to plate t nd ilr sift s and over # me0t0 i ? t t t is arlaF a° if e nit krataped st4r tlra & dre 6r rrax of attoct is p4aasd 3 i76m } eps irwa'dtn this serch Report - _ iMM ft r 25 nt a sty cop stolidly rr�n d save to OW nr s canto 44ed ur4w ft teyrnWbefore tgP M, es; s 2Q' 5, 2M end 2i M wolimprived of a woven scrim conted an built sides vab a non -woven waft on the etataaed & Wgalhitr, must used mloh the the its %ttiei` is the r minimum�distanca es &S T 15, Tong 24, Tovah f 25; tt rceil) w 1 tl'e atsivt rin asrrrsi wit be & seders (al� M l). {1w) The ent Stay in tat both and ough^akir and T kit+ roof . 2016, 2012, and � 8i ` � sue, and has and � � of installed in the of the root must underlay neoto are m unbar a quefiry ' TeugrOdh may be udng t oolop ras{a6artttiso,Ing rob h1t 7 a 31e 3nctEt8.5 rtsm} t i Law prattis {IItG) 2. p� per 10D equate fbet. TI* tr�ent .b oveft t4�t ic* berrier coned plogra m wldt i tit or n" t raft with 14n ch (2.4 mm) mall beuM wheri>�d �ratd by k r das. P& avabht i s of 48 � wide by 260 fast long. Services NA IkvrR, � . 2014Fk I mid= 158A N be itr rd re9a 'ktAYa UF, t, USES #.� �tasfttit#ai�rxl; a7mAmeefAHTMAe41,C 1 �€ �n tot Sad at rrrt l Tts MOW T� alt<�IIizE r aopactasrrdaltxcorphitra.iMtparartst�mum`�i4ttldi,amrtt)lrsrtrtac4drrg, Trx� 1t5, Tou{Siia� 20, T 26, r 30, end 7 ougtr kiri W sfaysanranacxsr on both with a t t-woven scrim art tilt adds, of clasel led roof t#� w e 41 I�� It aka with AFM E ti For fan a aaa spaced a2 indigs mm) the G,p, traflamand aide is scat 24 ttChas ttTaarr?song taw waa sndt spacsd In WA2M up ir�+&afield orlher aklnarrt tent mrerds am reed In the t of roof srs a nt Is ay In cs� coo both a� end Vie, and t and.. d � such in a iur6r�I � by the Coda . The un Yrcdpa also be used as am 0.2 � with the ICC S If Tm*Sidn vAl be left wooled for mock then three chrp or ihsavers wasthar Is b®hme allernaillive, to the A&M DIM, Type I and Type ti, roof ttnct�tayrnsrt6a � id Ot lepte r 15 of ffo MC and of 17 pounds pa° 100 Squars fliat The, widattsidriwit Is to that rtspecified bt the Code Crialft for Roof Ldnlierlek)+rnenfal (AC700), Will bit Insisted, aboold be trl; taae (153 tern) WmV the top, horn end aids peps And IZ4mte a t306 min) chalidersortham. available in rothr of 48 holves wide by 2b0 filed I*W fir rod coverings pwnted wider the OWSPSOM to February 2M (WkoMfly ftifseif DeMniber 2015) atO bvo rear ' e spaced �toughd 2A ap ko f*id t oared �a6errar � to adssstyr' t Section 1506 2 and I i won RM1, may twemosstt'ttie MOW ail ttrs autawa tit rdrtghsrsrn for iattts I eftpw ordifisboth °Ctrs l.Ur�rlayrme meow be used as c�tlwpcaaalsis sit ToughSIdn � 50 is a machan sy c used is §t I Report 'i iranabrnazd . S In area s atfrjec ht i h wl t ar�Ymsnh t�atarahp mtlst odrt} ry wMtls ate hipEr vttnd ei ehmsnt tegttl spaded is €lIC assam 3dtaet w an 4tsfa od as dwrii i n this tJ�ttarli comprised of a rV47tiart aClf�lt ooaWd on " slams n soft of the IBC hanon-n asidif .da. #4 hrm& d peN mus4 e, brave iirartdaaai t smafing, 'teat � dock Wrest be iia�sntts37 or _ tart. The a gray, in on bode ` and minlrowt" brick wood 7.0 IDENTIFICATION Clissafrod The undwolynierds have been sviluatard for that sheedft skle, and hoes soli! Intl weight of 4a7 � per ilia a 7t.# OF USE The root ur ria are at 24 ' Under 1ha xtt10, and 2IIY, ii�ri, bee tennr� oat as � of tarot` rttGbasAor'dlesaNberenetshltpieorClsee•"sottriiclsttstslnpiaeeungtiying>#shchns is of,4 do of 4& ti"rr,.ar 2ffi�0 teen ktarg. by The underionrrAmft dedialbad in this repod omply with, � metre. Esio#s R of tress product t� iswith this mood s oarft ma prods Insulted In scewdence with thia caportover a mWinwrn i nch trick {a5.e mm) plywood dedL PROPERTY am-y'lqN 1tT4,a 1,1 attd a 4;0INSTALLATION or are h3® wttffi Iti !bode mama, ratsttt M *oft and to Code d Tat Rid isa r tie r e at lnt�eiake qra rt s d as pasMkdttt tot bra t e4.Aen iir tar ate 4f IEG, rii its In is A or d trier a In tRa totem t end 1 .3 Undarpis 2t iflG drs scat may de cared vrEt anef of , . _n- 16tri � 4.1 �` 4Ades rEeed in 1 ti of'gr reps a3 tbt)othidinp i snddklnar; lam' . 10M. Chi rpltanos _ _ tip rn It tars la tt. ar d. we per a sia� iiw try ra to psly, s wlh the t eta i�se sr mouse br * nL*W y, slabs, or aoncrele red Ik r� mo(dsd4 fenroas or copper shh+i ra or shost , and meal and 1 tar Lt IGau A 2:1. r lliC 'Referenced ii� OTHER CODES per � a o r�� art era scan satyr xr vs aa� the coot sivrr rust use the mars +� a 1t tie i Ttw sdrare such - era of uruksr air�?Al� low iqa Bauer seatloera apply � 2ri15,2o12; mxl4t�B and IRC � the qAt corer oom with the p4 Cads, � r� t�`s ti.�i itwladlalion ,must. txanply wit tda#r rrtt, itre � Dade and fire report hrttde{s published This semi ia.roct erpi' aaaevust: oret mtri s '' o . us s eroa # talon, lest €1s t a on lira € R o ri uxt a noon or for itepatt ttkc ua4i WHzsd rte- s r..artliar end sat• rrepart tans rot n ex era use puliBittNael li . inatellsiion Instructions, The prcnriaions of tear reporttee of pry a`r`tonwaroeotMar aibriFieaafsor rs Awsma�rta€ tadtt4iraeivwe En anesrsc�f ilea r inserts Saar h � tl nr iFtc. s r�ac�araoh sawyer aft i oaitplyirm wferAMW STIN tr19M in L or a n for os: as sri los 6M' *Coda Report malt be over the seem substrate in suffinient canto Wtu d the undue maids up the More tnirsbnuat d dasnce du holes (610 MM) lrakk;s lrrt v of d Ma t+ulldira. T u �^ .fa kit dlaa wlth a ldl (ati2 erllrr) trde�arr lap, ,,,� SBtI t5wrly � : ti"rsrk, PA 17Alktll 130 Germ Wit- Yo*. PA 74 _ .. ,,,� 188 t2er'rgr Garret *Yuri€,. FA 17406 rerst N N to L O ICU -0 ^O I..L U C6 cn 0 N 0 C O O E ICUO �--aLn CZ e+— O t V > O Cn a) L CD .E CwU O 0- .� ''�^^ VJ O 0 ^W, Q) �A V J IN SOMEONE CU L CL r1 cC-) (1) nO M� W LU Z Z Q J i2 SHEET NO. RD 1,2. WEATHER RESISITIVE BARRIER ^' ^ ' 10 WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE � BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTOI FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLEE1 THRESHOLD OF DOOR AP UP JAMB 6". USE LIQUID t OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WR SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK r LI1J1 IIIYV rLf1J1 IIIYV 2 SELF -ADHERED FLASHING IWPO71 SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER RIM JOIST 2; WP02 STALL SELF -ADHERED ASHING JAMB & HEAD ASHING, SEE ANGED WINDOW EE DETAIL WP01) __LF-ADHERED FLASHING, (TEND A MINIMUM 6" RTICALLY FROM )TTOM OF -IRESHOLD WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER I- WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZE^ AODUAI -r NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE P/ SELF -ADHERED FLASHING INSIDE CORNER Ground_1_7 d n a. .Q 'd A c .4 111 d d Q ,a c 2 a od c Foundation Wall .d a. G d FOUNDATION WEEP SCREED 4) WP03 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) z s 4 6 7 Water Resistant Barrier Lath Sheathing Stucco WP09 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 l # l in each detail that corresponds to the numbered items in theist 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 (611 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 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. 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 N C_ i _ Ca N U N O (1) Q) 0 co U) O = 0 O Lt_ (a 6-0 �p > U) .U) " 0 0_ 1E Cc6 Q E Z Z LU J o ,o$ °•a, All inside and outside corner will °•o.o o need to be miter Cement Plaster '•° °•o•o • , o•, cut and caulked all in accordance .o• a,o,, butt joints need to �a with ASTMC926 • ' $•o•0 8 ,0 ' becaulked using � over wood 2nd Stampede or sim. floor - caulk for all Q C_ CD O =3 0 Cement 0- Plaster over block (1)1 st floor CZ CIO Lu z z Note: ¢ The building paper and metal lath must be a installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED WP1 0 NOT USED WP1 1 NOT USED WP12 SCALE: NOT TO SCALE SHEET NO. WP1.0 rENGINEERING EX + DES• A FRANK L. eENHAR00, P.E.. INC. INNOVATION 4/6/2015 Florida Department of Gornimmity At%rs 2555 Shtmnard Oak Boulevard Tallahassee, FL 32399 Regarding: Ali American Shutt= and GIaI 22ga & 24ga Surrm Panels Project #152394 To Whom It May Concern: Please be advised that the below -signed engirica does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an. evaluation report or validation codification has been prepared, as refer+enced'above. This eutgincer is not, owned, ppered, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted producKs). �rµ,rNrlurNrw., •�,� RespeRespectfully,,r� 1„" B;EIMO No. 46549 Frank L Bennardo P.E. MNE OF Frank L. Ben t ando, P.T., Im%A{Oftl� �'0 FL PE 0046549 '6 Z -11 Cext ofAuth #9885 N(ONA� ,,. -' 160 SW 121" Aveeue 0106 DEERFIELD BEACH, FL 33442 PHo NE: 954-354-6660 FAX: 954-354-0443 WWW>ENOEXP.COM ENGINEERING 4/6C2015 EXPRESS All American Shutters and Grass — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2 2. Minimum A *able Spans 3. Mlnimwn Glass Separation 4, Anchor Spacing No 33% Increase in allowable an has been used In the design of this product. Separation from glazing IS not required for installed" outside of wind zone 4 and essential Wipes. Impact Resistance: Large Impact Resistance has been damanatroled as evidenced in sty fisted test reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind ioadis as Indicated in to span schedules) on the respective Product Evahraton Document (Le. engineering drawing), Installation This product shall be Installed In strict compliance with its respective Product Evaluation Doaurnent (i.e. engineering drawing), along with all components noted therein. Product components shell be of the material specified in that products respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted Bern. AI supporting host structures shell be designed to resist all superimposed bads and shy be of a maw lWO In this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-spedfic basis by a registered professional engineer. AN components which are permanently Installed shall be protected against corn, wroarnlnation, and other such damage at all trries. This product has NOT been designed for use Within the High Velocity Hurricane Zane (HVHZ). 160 SW 121" AVENUE 4'106 DEERFIELD BEACH,, FL 33442 PHoNe: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM r ROUN T Fvrr nor a rcrN rtyPORT NO 1S t 119 05 3 Anchor 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. Shell be strictly In compliance With (general Notes No, 1, 8 thm 14, indicated an 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.), diawhig No. 15- 021 prepared by *nkw i, Inc. and signed and sealed by Walter A. Tillii, Jr„ P.E. 72. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined out section 162ti2 of tie Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete blink and wood frame structures. Product Evaluation Report prepared by Walter A Tdlit, Jr., P.E. (Florida License No. 44107), President of TOtaco, Inc. (Florida EB-0006719). 3/30n015 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries 0.050" Aluminum Storm Panels Project #15-2336 To Whom It May Concern Please be advised that the belowsigaed engineer' does not have nor will squire a financial interest in the company manunfacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above, This engineer is not owned, operated, nor controlled by the marm6cou +er or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted produet(s). �aN+ Respectfully,O f r r E it OF monk L. Bennarda� P.E. P.E Inc. I7rsukL )Batsardo, ' 1ONAIr FL PE 0046549 Cert ofAuth #9885 rim 160 SW 12" AveNue #106 DEERFIELD BEACH, FL 33442 PHoNe: 954-354-0660 PAX: 954-354-0443 www.ElOGLxp.com P. E. �.�. EmmiN£ERING EXPRE890 PRooucT EVALUATION REPORT ENGINEERING EXPREEISO EXPERT PRODUCT EVALUATION REPORT 44111*016 Icarian Projed Number 154M I P Prot Manufacturer Town & Country industries Manufacturer Address: 400 West McNab Rood i Fort Lauderdale, FL 33309 Product Name & Description: 0.050'Alums u m Storm Parol For use Outside the HVHZ and Essential Facilities Scope of Evaluation: This Product Evaluation Report is being rued In Wince with the requirements of the Florida Departintint of Business and Professional Regul (Florida Building Comm) Rule Chapter 64G20- &005, F.AC., for staeaWWe soosplarm per Method 1(d). The product noted above has tor; teed a ndlor evalueted as summarised herein to show eompNarfoA wits tie Florida Building Code Fifth Edison (2014) and Is, for the, purpose lttended, at Ioost equivalent to that requred by fhe Cads. Re.oratuadrn of this product shot be required following pertinent Florida Building Code mDdtieauDns or nwisiona. SUbstaftdating Data: PRODUCT EVALUATION itOCUMENTS EX drawing #15-2336 Wed MOW AkxWn an Storm Paner, shaft 1-10, prepared by Engloeirtnil EVress, signed & seated by Frank L Ben ri rdo. P.E. is an integral part of its Evaluation Report + TI53T REPORTS Uniform wile structural perrormance ties been tesle dl In accordance with ASTM E33M beg standards per test report(s) ML 07-01190258 by Testing Evaluation Laboratories, Inc, (TEL) and #0363-080S-10 by Hurricane Teti Laboratory, LLC (HnL). Large missile impact resAtairice and cyckc lidding performance have been tested in accordance With ASTM EINS•02 & El906-02 Mast standards per test repo*) ML 07.01IN268 by Taming Evaluation Laboratories, Inc. (TEL) and #0353AM6-10 by Hurricane Test Laboratory, LLC (HTL). STRUCTURAL 9 PJH29&%&A 0h0 Structural engineering calculations have prepared which evaluaaN the product based on comma andfor rational analysis to qua* the following design criteft 1. MaxtrouniAllowable Span 2 Minimum Gnats Separation it pincers Ski Valid for 3. Maxior mum Allowable �' p ` through 2 4. Maximum DE111I le Siz nLsaur� V" Combtnatkxrs 6. Anchor -Capacity NO ]7 203 AF P.E. V91-- '`( C A. #9855 160 5W 12T" AveNuE #ID6 DE L 33442 PHaNE:954-354-0660 FAX: MRT0443 WWW.ENGEXP.COM Td ECO INIt - i crii V-E=i-rT,7,:1TI":`I�:4-10;ILL< 2• WALTffit A. T1LLPf, JR., P.E. ra.rau n PI.salieo..xn W0rT1P CERTIFICATION OF INDEPENDENCE (Rule # 61 G2") Evalual lon Report ff: jj&;jU4 Meta: March 1% 2015 Product Category: Sher Product Subcologory: Storm Panel Product Narrre: 24 Gone Galvanized Steel SWO Panel llanuFactrurer Name: Global Protection Products LLG Doer Sir (Madam): This is to raridy that this Florida Professional Engineer, pedomdng this evaluation does not have nee will acquire, a Inanchal Interest in any company manufacturing or distribufing products for which the reports are being issued. This is also to cer* that this Florida Professional Engineer performing #* evaluation does not have, nor will acqura, a tkiandal Interest in any other entity involved in the approval prods of the product 6355 N.W. prepared by Vftuar A Tillit, Jr., P.E. (Flarlda License No. Ire. (Florida ES-00OB718). 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fran: (305) 871-1531 GINEERING 3/30/2015 Florida Department of Business and Proional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries "Safety Edge" & Poiycarb Sturm, Panels Project #15-23 37 To Whorn It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or disttributing, the product(s) for which an evaluation report or validation cortification has been prepared, w referenced above. This engineer is not owned, operated, nor controlied by the manufacturer or distributor noted above and does not have any finimciah interest in any either entity Involved in the approval process of theabove-noted pmdnct(s). No. 46549 . Frank I - Frank l- Beianardo, PX, Iac � •, �C�1, .� `4,�� F1, PE 0046549 t ert of Auth #9885 ''/ill AL��l+ 160 SW 121" AveNuE 0106 DeeRMLD BEACH, FL 33442 PHoNe: 954-354-0660 FAX: 954.354-0443 WWW.Ex4exP.COM ENGINEERING SST 4/1f2O15 _ EXPRE Town & Country industries — 0.050" Atummumr Storm Panels (Non-HVHZ) Pap 2 of 2 No 33% increase in allowable stress has been used in the design of this product Separation from glazing is required for use within essential facilities. An equivalency latter is provided with this evaluation report for equivalency to ASTM E 19N-09, Impact Resistance: Large Mule Impact Rsslatence has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schedules) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shell be installed I. suet compliance with the Product Evaluation Document (La. erglnerg drawing), along with all components noted therein. The product components shall be of the material specked in the Product Evaluation Document (Le. ringineefirg drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herelh. Al supporting host structures shall be designed to resist all superimposed loads and shall be of a material hied in tits products respective anchor scchedulo, lot structure cwrs bons which are not accounted for in this products respective anchor schedule shall be Wined for an a stir-specinc basis by a registered profess" engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all Imes. This product has NOT been designed for use Within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AveNuE *105 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0650 FAx: 954-354-0443 Www.Fni rx;,-Firm I�CO IIVC. T1111" r TESTING a ENGINEERING COMPANY WALTMA. TH IA JR-. P.E. PRUDUCT EVALUATION REPORT rLrA r�n++rre raise, f9i # 15076.2 Piss. az 74. eo " Rt PORT NO.: 1';-Wi 9.04 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized SI+IieI Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 61 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report i cad by Waiter A Tilllt, Jr., P.E.(System ID # 1906) to the Global Protection Products, LLC , Rule Chapter Nat 61G20-3, Method 10 of the Florida Department of 'Business ant Professional Regulation - This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 filth edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Butid'tng Code change that may affect its )imitations and conditions 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUATION DOCUMENT (P,E.D.I., Drawing No. is-uZ titled 124 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thm la of 18 prepared by Tlkeco, Inc.; signed and seated by Walter A-Tillit, Jr., P.E.; dated 03112/2015. This drawing is an Integral part of this Evaluation Report. tiw[iERr �r'r+=.,, 1s % ;: { r•c OF 0#HIDA e 6355 N.W 36th S1rea, Suite 305, Miami, Florida 33166 - Phone: '3 - 'Fax. 30 871-1531 4/23/15 Florida Departmient of Business and Professional Regulation 1940 Norte Man= Street Tallahassee, FL 32399 Regarding- Torun & Country industries 24GA Steel Sto m Panels Project #14.2031 To Whom It may ouncem Please be advised that the below-sigited crigineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and doses not have anfinancial interest in other entity, involved in the approval of y any .. pAm � the above -noted rduct(s). Respectfully, ,p,rtHr+•q,,. Fri L Bernardo. No. 46549 ;k Irrrtnlz L Besnartlo, P T , * STATE 01 w FL PE 00465.49 C0Rt0, . Corr ofAuth #9885 IIONAL 5W 121" AVENUE # 106 DEERFIELD BEACH, FL 33442 rHoNe: 954-354-0660 FAX: 954-354-0443 Ww. W. FNGEXP. Call !! .ECC lln,c. TILLR TESTING a EN GINERNM COMPANY WALT14L A. MLIT, ilk, P. E FI rhx r, x PLEA, i>u. CERTIFICATION OF INDEPENDENCE (Rule # 61 Gi20-3) Evaluation Report P. r.: � ui'•2idl r This is to certify that this Florida Professional Engineer, performing this evaluation does not Have nor will dare, a financial interest in any company manufacturing or distributing proclrcts for which the reports are being issued. This is also to cediye that this Florida Professional Engkmer performing this evaluation does not have, nor vAH acquire, a financial Interest in any other entity invoKfed in the approval prooess of the product. Cerdificats of Indepancience prepared by Wacker A. T1A1t, Jr., P.E. (Florida Ucerwe No. 441W), Prooklont of Tiftem Inc. (FkW to ES-00M719). 6355 N.W. 36th Street3, Suite 305, Miami, Florida 33166 - Phone: (305) 971-1530 - Fax.: (305) 871-1531 2.1 TEST REPORTS; Large missile impact load tests Were performed under SSTD 12-99 standard as per soon 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1710.5.3, per ASTM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03il1/02 witnessed by William R. Mehner, P.E, 6oriz Moroz, P.E. and Henry Haltom, P.E. and Report No. 0219.01-Dg, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry HL diem, P.E. Large missile impact and cystic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American "resting Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Judo E. Gonzalez, P.E. Te nale test report No. OCK198 by QC Metallurgy, Inc., dated March 13, 2009, signed and seated by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 101CM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 22..3. STRUCTURAL ENGINEERING CALCULATIONS: Ctrs 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind bad, as Well as maximum anchor spacing vs, design Wand bad and panel length based on rational and comparative analysis, and In accordance with suction 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 end 0ea7/13 (for this revision), signori and sealed by Walter A. Tllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE_ Large missile impact under section 1W9.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain Wind pressures. Maximum panel length shaft be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15.022. Maxdmum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thru 16 and 16 of 18. of Product Evaluation Document (P.E.D.), drawing No. 15.022. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous stonm shutter assembly, as per SSTD 12-99 Standard. vokolutsivor", STATE OF lonf0p ING 3/19/2015 Florida Department ofBusiness and Profvwonal Regulation 1940 North Moms Stems, Tallahassee FL 32399 Ring: Town & Country industries 0.050" Aluminum Hinged Storm Panel 15-2348 To Wham It May Concern: Please be advised that the below -signed engw= does not have nor will acquire a financial interest, in the Company ma milicturing or distributing, the product(s) fbr which an evaluation report at validation Certification has been prepared. as referenced above. This engineer is not own o nor controlled the manufactu r or distributor .noted above engtn owned, operated, by and does not have any financial interest m any other entity involved in the approval process of the abom noted pmduct(s). Respectfifllly, t' * : NO.46549 Frank L Beanrharricr, Frank L. Rensarda, P.E., In¢ ': # fiTA?EOF � FL PE OD46549 '"tClllttlp Cert ofAuth #9885`€I`fpAL 160 SW 12T" AveNue #106 Da£RPIELD BEACH, FL 33442 onoNE: 954-354-0660 PAX: 954-354-0443 WWWIENGEXP.COM � L ECC� rlul�. 1tIt.I.fT TESTING a ENGIFMPAW DIY WALT IR A. Tn ran, ark„ PE, trice o soLcoar PLrash.t�,xr. 4,tea FLas.rcx+.ezw Omer PRODUCT EVALUATION REPORT REPORT NO.: 15-0319.06 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters IPRO TSUS-CATEGORY: Storm Panels PRODUCT NAME: 20 Gage Galvanized SteelStorm Panel MANUFACUREM Gi obal Protection Products I.L.C. 4800 S.W. 51 Street Davie, Fbrida33314 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by iNalfer A T11011, Jr., P.E. (System ID # 19M) to the Global Protection Products, LLC , Rule Chapter No. 61G20-3, Mothod 1D of the Florida Dew of Business and Professional Reglilatlon. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 1'ifEh edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivaderit to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code charip that may affect its limitations and conditions 2. EVIDENCE SUBMI 'rED: 2.1 PI20DUCT EVALUATION DOCUMENT_(P.E.9 Drawing No. 15-021 (rovises No. 11-213), tided "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titeco, Inc., sided and seated by Walter A.Tlflit, Jr., P.E.; dated 3/12/15. T, ,(j"ng is an integral part of Oils Evaluation Report. 6355 N.W. 36th StreetSuite 305, Miami, Florida 33166 - Phow- (305) 871-1531 Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Docurnerit (P.E.D-), drawing No.15-M 7. UMEATIONS AND CONDITIONS OF USE: 7.1. Shall be stmctly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thni 4 and 1 i thru 16, indicated on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tdheco, Inc. and signed and sealed by Walter A. TMIL Jr., P.E. T2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44164 President of Ttiteco, Inc. (Florida EB-0006719). F. E , R,T. EN[3iNEERiNCi EXPRE58e PQCaoucT EVALUATIO14 REPCrRT Product Evaluation Report QW016 Application Number. i36 6.1-•Q2. EX Protect Number 1&2394 Product Manufacturer: AS American Shutters and Glass ManutacturarAddr : 1540 Donna Road West Palm Beach, FL 33409 Product Name & Deseriptim, 22ge & 24ga Galvanized Stool. Storm Panels Large Missile Impact Resistant Scope of Evalusiddn: This Proms Evaluation Report is being Issued In accordance with the requirements of the Florida Department of Businea said Professional Regulation (Florida Bulgy Co ) Rule Chapter 61 G20- 1005, F.A.C., for statowide, acceptance per Method 1(d). The product noted above has been tested andtorevaluated as surrunartzed herein to stow compliance with the Florida Bung Code Fifth Edition. (2014) and Rk for the pub intanded, at least equivalent to that required by the Code. Re-evauation of this product ones be required frig peritront Florida Building Code rrodificate; or revisions. Substantiating Lute. PRODUCT EiiAt,! i1t-TION EX dmwkV 015-2394 tilted "22tis & 24ga GWMWed et Storm panels', shoots 1-9, prepared by Engineering Express, signed & sesied by Frank L. Beuuiardo, P.E. is an integral part of this Evaluation Report + TEST�T8 uniform static structural l performance has been tasted In accordance with ASTM E330-90 Est standards per test reports) #02-001. fr02,DOZ & M3.001 by Construction Testis n (CTC). Large missile Impact resistance and cyclic loading performance have been tested In accordance with $STD 12-N test standards per test repart(s) 002-Md, #02-002, #Tinos-001 by 0orisstructiOn Testing Corporation (CTC)- Metal tensile caipactty has bean deter In accordance With ASTM ES bW stte}dard per test report #0127H,n 0198K &#DO3J by Candied Terstng LabblgtOies (CTL). • $7RUMIURAL ENWEEFRING CALCULATIONS Structural engirring calculations ons habeen prepared which ch h--• �, evaluate the product based on comparative wWor rational FN$4E •<� analysis to qualify the fotiow6ng design criteria: 1. Maximum Allow" Spans 4B 9 � #A 160 SW 12T" AwENue *106 DeeRrrELD BEACH, FL 33442 P"orir: 954-•354-6660 FAX; 954-354-0443 WWW.ENGEXP.tOM 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by 1-ftrrricane Engineering & Testing , Inc., Reports # 96-569 dated 06/09/1996, #96-570 dated 091"I'l996, #96-T30 dated 0912011996, all three °signed and seated by Hector M. Medina, P.E.. Frrnestratiorr Testing Laboratory, Inch reports # 2032 dated 04/16/1998 and # 2126 dated 10/0 19138 Witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmrurdo Largaespada. P.E. and Henry Haas m, P.E. Tensile ter# report No. 9CW197 by QC Metallurgical, Inc., dated March 13, 2009, abriad and sealed by Frank Grate, P.E. 2,3, STRUGTiM ENGINEERING CALCULATi4N8' On 20 Gage Gatvardzed Steel Storm Panel for maximum panel length vs. design wfind bad, as maid anchor, spedrtg vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section lei 6 of the Florida Bullding Code. CaiculatirxLa prepared by Ttiteco, Inc., dated 11/03/08 and 03f12/15, signed and sealed by Waiter A. Tllh, Jr., P.E. 3, MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4 ND LQADS RESISTANCE- 20 Gage Galvanized Steel Stone Panel has been vedW to sustain wind pressures. Mwdm um parcel length shall be as indicated on streets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No- 1"21. Ma*rnnn 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 Evahration Document (P.E.D.), drawing No.15.021. 5. INSTALLAT— installation shall be performed strictly in accordance with details Indicated On sheets 3 thru 7, 10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document (p.E,D.), drawing No. 15421. Minimum separation to glass shall be as Indicated on shy 8, 14, 16. 25 and 26 of 26, of Product Evaklation Document (P.E.D.), drawing No.15.021. 6. MATERIAL. CHARACT RISTICS AN T1 Ns. Stall be silt* in accordance with General indicated on sheet 1, 2 aril 22 of 26, of Product E ; riy0&thT.= ,, D.), drawing No.iv-(i2t. aim 4-- N N to C-10 N N U O N O cz 0 � • Tl1 _ - .0 W ) ^' �W/j O 0 N Q � O LL_ CZ Q .� Q � Q Ems_ �2/� CD CU Q O m U) ICU LU Z Z Q J a SHEET NO. SH 1.0. GENERA MITT' - B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS• STUCCO OR WOOD BOARDS BE FOUND ON THE Na,Ln R1R 2R OiGE raL1nNQlb STEED_ FME741 DOSTM WALK ANCHORS WAL BE LONG ENOUGH TO REACH THE MAIN MICTUE BEHIND SUCH PROS. 1. STORM PANEL SHOWN ON THIS PRODLICT COLUATON DOCUMENT (PZD.) HAS BEEN VIA FOR COMPLIANCE IN ANCHORAGE IE AS MENTIONED IN BA) AND I4 B2). ACCORDANCE WITH THE 2014 (5th E 111 N) OF THE FLORIDA BUILDING CODE. �S,HyA•,L�,L� (C) TD Fla sr-K, Je>aer am, CxPi11_ DESIGN WIND LOADS SHAU BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. -- 1/4.0 TAPCON ANCHORS, AS BY LT.W. BiUILDE7f. INC. - /14--10 PANUMATE FEMALE D AND PANEIMNIE PLUS ANCHORS, AS MMJFX JM BY ELCO Ct SRItC'rOti PRODUCTS. A FOR A WIND SPEED AS CTO�.II Xd B. liE ,NG ASC.E 7 0 FOR I ATIONSSHMTERfi DERWIL0 INSTALLED AND FACTOR ASCXE FOR INSTALLATIONS T4 FBC AND SHALL5.- FOR A DIRECTTHE - 1/4 a LNG SCREWS PER NOS. HIEER 7 M.) DESIGNING E RAT NOT EXCEE6 THE MAXIMNJM (AS.p.) DESIGN PRESSURE P#TWGS INpMfiTEiO ON SHEETS 7 T}IR41 12. 14, 15, i8. 19 & 24� W 7/18 0 x 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY OD. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 CA) MINIMUM THREADED PEI&TRKWH INTO WOW OF TAPOON ANCHORS SHALL. BE 1 Ile AND 2" FOR EUO PA WLATE PLUS SHILL BE FIRST REDUCED TO A.S.D. OEM WIND LANDS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PANELMALE FEMALE I. 10 COMPARE I W/ MAX. (LSD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 Tift 12. 14, 15. 18. 19 * 20. a2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE OFTOOD FRAME R BE 1 tJY. NO THREADED - IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE HOT OVER STRESS% A WX INCREASE IN ALLOWABLE EDNIT THRESHALLADED, PEON INTO 5Pt16fO0 SHALL BE CONSIDERED AS PART Gf THE RE41MIE0 THREADED PETILTRATlON, STUCCO STRESS FOR WIND LOADS WAS tM USED IN THEIIR AIMNSIS. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCOROIWCE WITH N.O.S. 2017- C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE 70 & 1626 STORM WITH N OF PANELS FOR IMPACT URRI NINE ENG04WM & BEEN GIVERIFIEDIN REPORTS 'RUE ABOVE MENTgMIED CODE AS PER ENIRi�IR+E ENGMIM� do TF�'11M[G 6�ia REPORTS 96-^466U. 8h8-•57O !a 98--T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING 5R'wULL BE $18'. 1/4" 11-20 SCREWS tdSEG SHALL BE 1 1j2' LONG MIMNMLIM FENESTRATION TESTING LAB. INC.. REPORTS #2032 & 12126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS--203. SHpULO STUCCO DUST, AND I- MINIMUM FOR WALLS WITH NOSTU=. AS WELL AS AMUVCA'N TEST LAB OF SOWTH FLORIDA REPORT F0219.01-09. AS PER TAS 201. TAS 202 AND DS ARDS BE FOUNT! ON THE E)ClriTING C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WAR TAS 203 STAMKiARpS. WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE AMAIN STRUCTRIRE BEHIND SUCH PANELS. 2. ALL. ALUMINUM EXTRUSIONS TO LE W63-76 ALLOY AND TEMPER. 4I76.FS5 OTHERWISE NOTED). SEE SHEET 2, ANCHORAGE SFiAi.L BE AS MENTIONED IN C.1). C.2) & CA 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEER. SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. . AMU A-653 GRADE 50 MIN11", G-60 6. PANELS MAY ALSD BE INSTALLED HOfUONTALH.Y HOLLOWING WALI.ATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 = AFTER ROLLED), GALVANIZED STEEL DESIGNATION W/FY 58.5 kW ( ) THROUGH 6) LOCCEPT THAT FIELDERS (2) 3 0 SWILL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 loft YIELD STRENGTH AND 90 k8R TENSILE STRENGTH & SHILL, COMPLY W/ FLORIDA BUILDING CODE 9. IT SWILL BE THE 'iESPON'SIMW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMCTLIR�E WHERE SMARTER IS TO BE ATTACHED TO INURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED 10 CONCRETE. BLOCK OR WOOD FRAME SECTION 2411ZZA. BUILDINGS. 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AIM 304 SERIES STAINLESS STEEL, WITH 36 km MINIMUM YIELD STRENGTH. 10, EACH RECYK.AR STORM PANEL WITH LENGTHS OVER 8'-8 THROUGH 12--4", AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES $W, 9W & IOW ON SHEETS S. 6 & 12 ECTIVE1.Yi MALL HAVE A LEGIBLE AND MADLY VISOM MARKING INSTRUCTING OWNER OR 7. ANCHORS TO WALL SHALL BE AS FOLLOWS; TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT ORCE3ETNT DURING PERIODS OF HURRICANE WARNING. (A) Tn EKLSTTIa Ri}l1RFD OONC�t& 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL, SHUTTER COMPONENT MGM WHICH REMAIN IN CONTINUOUS COWACT WITH - 1/4"a TAPCON ANCHORS AS MAWFACTURED BY LT.W. BUILDER INC. (Min. 1'a-3192 P.eJ) THE BUILDING TO PREVENT WIND/RAI1 INTRUSION. - 1/4' P x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. (LAIN. fc-3000 p.SJ.) - I/4.d x 3f4' SOLID -SET AI�ND' HOW. AS DISTRIBUTED BY ALL POSCREW, BOLT & SPECIALTY CD. _ IZ SSHALLCO WffHINCOMTED INTHIS DRAWING PLUS ANY BUILDING 1 ZQ41NG REGULATIONS (Mmn. 1 e--- D RA.I.) THE UJ RFSATIONSH ,py BY PERMIT ISAPPLIED - 114-10 PANE FEMALE IT & PANET.IAA.TE PLUS ANCHORS, AS MANUFACTURED BY ELCO CDNSTRWMN PRODUCTS. 13. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFO RACATR}N (MIN. f c 33.r`s0 P.e.i.) FOR A WE SPECIFIC PROTECT, i.e. WHERE THE SITE 0DRDITV4S DEVIATE FROM THE P.E.A. - 1/4 6 OF TAP -GRIP ANCHORS, AS MARNIFACTURED BY TRU-FAST LXORPORATON (t'c-WW ps.i.) (M) BE RESPONSIBLE FOR THE E AND INSTALLATION LLT SAFELY of THIS PRODUCT - A.1) MINIMUM T OF TAPC ON A� INTO POUIRE0 CONCRETE SHALL BE 1 3 4% 2" FOR PANEUJATE FEMALE / DETAILED HE/SHE TOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOC%IMEM. B THICONTRACTOR S X ESSEIHOOD LATEPURFROM O AND PAN€MALLE PLUS AND 1 1/4' FOR CF TAP -Oil ANCHORS, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2 CAlX-NCR % SiU. D-SET ANCLOIRS SHALL BE EMBEDDED 7/87 INTO THE POURED Rom& No EMBEDMENT INTO (0) THIS PRODUCT EVALUATION DOCUMENT MALL BE CONSUMED INVALID IF ODIFOED. CO STUCSHALL BE PERMITTED. 1/4" #-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM EXIST, UM SHOULD STUCCOST, NO 1' MINIMUM FOUR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O HEAD„ (d) SITE SPECIFIC PROJECT$ SHALL BE PREPARED BY A FL.CM A, REGISTERED ENGINEER OR ARCHITECT WHICHWILL BECOME THE BUT WITH WING NUTS. ENGINEER OF RECCRD (E.O , F THE PRCUECT AND WHO WILL BE RESPOHI FOR THE PROPER USE OF THE P.E.D. OF RECORD. ACITNG AS A DELEGATED ENDER TO THE A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOW BOARDS BE FOUND ON TNT; P.E.D. ENGINEIL SHALL SUBMIT TO THE LATTER THE SITE SPECIFIC DIZNIINGS FOR RRLVIEW'. EKMT04 WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MOND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2). (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA. AUTO SIGNATURE OF THE PROFS IL ENGINEER OF RECORD THAT PREPARED IT. (8) ID dt6'TING CONCRETE. BOCK WALL ASTM C-fly i/4" W TAPCON ANCHORS AS MANUFACTURED BY L T.W. BUILOEX, INC. 14. SHUTTER MANUFACTURER'S IAEEt. SHALL BE LOCATED ON A Y VISIBLE LOCATION AT bi PAtE.L. SHUTTER IN ACOOROMM WON ^.ECTION 1710.8.3 OF FLORA BUILDING CODE ONE LABEL Ile s x 7/8' CALK-I4 ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. (MIN. 1'c-1500 pmJ) SHALL BE PLACED FOR e*%RY OPENING LABELING TO COMPLY WITH SECTION 1710.8.2 OF TE - 1/4 0 X 3/4- SOLID -SET ANC11M. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (MIN. Fca1800 p-s.L) - 114-10 PANELMATE FEMALE ID AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 4,Lr'IYM'1.k. • ,..,• I lii4lMlf64C: SWILL ONLY BE I* TT) �� , F°E�HITS IG THE STATE OF' FLORIDA PRODUCTS(MIN-fc-2071 p.s.i.) �j /fit FLORIDA BUILDING CODE (NS Ya muno Zane - 1/4" r CF TAP-GTaP ANCHORS. As MANUFACTURED BY TRU-FAST CORPORATION `Tk : �G' 44r&7 • � 2D G!€l,'E GALVi1tRZED STEEL STORM PANEL DRAW ft B.1) MMMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELWTES AND CF TAP -GIB AN04M INTO THE CONCRETE BLOCK LUT SHALL BE 1 1/4-. - Z- IL E C O 'iU` PROTECCiaN PRODUCTS, LLC. -/t]%- 82) tJrL.K-IN ,ac SOLLO-SLR ANCI1ORs SHALL BE EMBEDDED 7fa• wrO THE CONCRETE BLOCK tM�IT. No ElifEnMLr1Nr INTO S`TLIOCO SW,LL BE PERMITTED. 1 /4" A-20 SCREWS USED StULLL BE 1 1 j2" LONG MIFIMIJM SHOULD STUCCO ` "'Ty�tC` 1Nt . rNtlr 1l8Tae6 ! OGOIN�IA! COIIrAAAIY Nr A,,, Nx as a ur +sm sw. a1 srnels ONAr. IL 3MI4 PHONE (034)601-754% � $U)II8o-11M t 5-fl2'.i EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. .,, ' .� A x!•rN+max rW�}t,!-AA,I �xr �� . Hmw ANbnxr Ire OgAWN0 4x ,. Iab.TFR A .G' AA. JYD111O4 tfc 4FPd7 Ne n-tfx e - - WNiT t 7 .= INTO c - (SEE SCHMINE Ow 9E1s 8 TH/11OY10T1 to t'ONHCHEIE ANaiM SCH emE ON CONCRETE ANCHORS 9,FETs a 1Ha1o11G11 4) .0. REIEMLON14 EXISTING POURED 51EETS a tl HI) �ED • (SEEMII ITS 8 7HRCGW,) --ry--�,J(sY-79�i7 s• 5A HHous AFA /r d`a7 + S.S - 1fY Ii• -,- s - AMP - Ile Mac. 1/4" aWts.• 62C. I It OUSTING POURED ED. ED. 1 OWL Ovt q 4bf1 �CONCRETE7 1 I Et o I E,€ m ♦ I LumY Sato • I SON SCHEDULE I I to 1%Z• flL I 12 1/2. jT -# i Sim 8 SOVACION Two CLAW,' I1 1 I 1 ig1sa 1 "'-r°" SEPAA°unON To GUS ' ON SHEET a "IHac i Ta GHxss v ; i i WSL a I I GtA1a .. 1 P I 1 I {y I I I i 1 1 d I j i It i W Gals' H I a _ I 1 � � 7cw.r q L4TM miD • a I 7 zi T a I fGh O W Sim 0 12 1/Y QF Cant F.Y w 5�' w o � DtlSRIHHG POL1rss E I >< I 1 12 I/3/S" 04 � 1_0. 1 L70STYN,1 POL/�]I � d-A . cart 1 I. f I = 1 _..-__. - �fE O CONCRETE BLOCK I REY)LIIfiED. SRO b 12 t/Y OA:, d' 1 CONCRETE BLD(.TC iREDLNREA. �. ry IRE�NCRETE 9J2' 1j2. ZIA1 we tR1011) �. H' !/rl.rs�Fr CONCREO:(�REQUEREMfCa Sl}�ED W+W / txel. OR l / 1 Art ANCHORS_ �+.CONCRIDE --gyp CONCI�7E ANCHORS ( 9q®N.E ON'� Cad. (SEE H�11L£ oN , Zb+HS s G' Ala ("Sa: S �/ %4EEM 8 TMRMM a) M. a THIl4UYi g} SlIFk9'S a 'iFRC111CFR Yj E TI #€� 9i ATE BUILD OUT AMOUNTING WALL MOUNTING SECTION 1 SCALE 3/8-1' CEILING AND n ORWWtMWG SECTIONSECTION SCALE: 3J8t1" BUILD OUT UMNONG J SCALE 3/8-1' ALUR SECTION 4 SCALE 3/8-1" I I €1). = EDGE DISTANCE SIX SCHEDULE j a ��CCC (SEE SCiEt11H F ON A ON a 1 1 SHi iT" 8 at B) , I MARMON 10 0tIWIti - I. I ENJt d COMBINATION E , TOP &3TTOM MOUNTINGS CAN BE � I COMBINED IN ANY WAY TO SUIT ANY scto FLORIDA BLNLDiNC, IWE CNIti YoIoclly Hurricane ZRA,b) E7t� PDufED 0.30m M11= me_ 20 GAGE GALvAmM STEEL STORM PANEL f4 AA'' t ^. : {.}. Y •'» M - -_ -_ F,Cx1IRE0, C ANCHORS SCHEDULE ON a THROUGH a') � x, • � /► GLOBAL PROTECTION PRODUCTS, LLC. ! ■ L E C O talc. 4M SA. 51 -FEN' OxtE: SHEM f' C>TwAff cvNAP4AAr 1 rA� F1 5]314 15-021 4� a +� �• x . AaM 1.o.+owoas't Zm P m tge#i + �Ma Hwe tea )eeaa87nT QEIUNG AND FLOOR (JC UNIINNG �y`�t •. {� � .. s . w,ar a l.1ab r?-1m . ,tr : prA1 lvl_� S`EDN 2A JII A, E8-GOiOBPHP 16tLtPR A TajRYs7 aA• - r _ *m 4 of 24 ON },384 001ICAFIE AN0400 (ME mmwAr ON I saw aA,9) \ I I I I 1 1 1 I , 1 1 VITAL AND FLOOR MOUNT10 #INSTAU TION FOR Lam E SPLIT PAtIIELS +tea - r f_m x w't/�.1amm 2•d"x,/45aU'-a- 2S2-xF 41O'-6' : V. 60 a .. c ,.. !ra 1 P OOTWYX t' MrL//r �+e01.Ya ��C +0MAsIw llbttiNS1� a t- I, a N€n. Z 1' 4 1/2' .UN. E.D. x SECTM Scr 1f4aao� S4XALEc 1 4 = .KJAIL I- 1/4- mcm ss r e K Y� • 1• rTW- v ' � i � _ iG1♦ G x ,b1x I +c p601APED .--� E I CDNCRM AHC41441s A ..� Sa emm , --- rs�•-8• No PANEL . oFaMH . raw CO"CrAm AlIGIN4 m gmmkA.E is am S *rm a b a} i 9�fha6 1. 7. k + Max. M LOON SPAN (Ft.) ^ REQUIRED Met. 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EDGEA ZGAMGRAM 1 _.._...._.-.._-.. �._._._._.__.._....-._, b STORM PANEL (� ED STORM PANEL 2 18Y ,-' 260' 1�"t8a .525• - 760" 5gg€4j SEI .�a4 sHwAs .ta5` SEWGErEO 5,5: SIVO s-7t• aeCY TO ANGLE • TO ANGLE, b '..093" ZIP* 2.004 ISD0' SEE 1.1.]OiT" C � r JI P rL - I AR L1 R i501JETRiC VIEW DETAIN _A L.2QGn^ ROUNDED CORNER Q ENDS OF PAR.'S (/' AT/1 ENtX UP WJ HEMMRLT) >7a■ NEAP 3 l.iU* i IEADE t (4 AMU i ANGLE 'ILIA STUD 1�46 AN= WITH (N.T) - ARSE SCUD .374' .37e .750•AIR, TOP EDGE. 086" f.344' .390' CF PA - .t@ ' O .1e8 ' lO' ., 25' 1 4'#--Z% 3G4 SERIES S5 VW HPAEFL ID ,.40Y1.0@3" .375` 4 .270'.656" ANGLE 0 12 1/2' A.G .g25" _ , } iwa1�.dBs• 625•+. .1 KEY kit?t.E WASHER E. TRACK ANGLE 3/S" "F" TRACK FLAT PLATM WITH STUD GALVAHb2l=0 =T -* " `4 .37 S"4 g ,37e FLORIDA BUILDING CODE fth VelOOTty Hu "no Zarb) .VAL C163' or PmEL 5emom'F • S 20 GAGE GALVANIZED STEEL STORM PANEL pim"-� .,2 .IB75- PLATED WNG NUT e KEY HOLE AT PANEL /y LOW. 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N/A N/A 12 1/2" 8 114' 12 tJ2" 6 1j4" e 1j4" 6 1j4' 6 1/4" 6 1f4" N/A N/A 5 (TOPfBOTTOi1) -Sri.D, -53.3 N/A .N/A 12 1/2' 6 1j4' 12 112" B 1/4�• B 1f4' 6 If4' B 1f4" 6 1j4 N/A N/A 8 (FOPj80TT'4M), -B' TO 11'-•2' .55;0, -72A NIA NIA 6 1J4' N/A 8 tj+ NJA B 1f4' 6 tj4' 6 1/4" 6 1j4 N/A N/A 8 (1OP/BOTTCiM) -8' In 11'-2' NfA N/A N/A N/A N/A N/A N/A NjA 6 1J4' 8 iJ#" B 1/4' 8 if4' 8, 9. 14 +�j _�O 8" 4" N/h N/A N/A NjA NjA NjA 6 1/4' 6 Tjs 8 (BQTTOttOR ) 12'--4' OR LESS LESS 8, 4" N/A N/A N/A NIA N/A N/A B` 6' 6 1j4• 8 1j+ 9 C�T�7 NIA NIA N/A WA N/A N/A NjA N/A 6 1/4` (eDTTtx€1) MINIX ptum WASING Ilr " CD mi SEE � 10: 11 AID 12 FOR ANCHORS TOPE a SPAOMG FOR � INTO WOOD PR,AIE BIIRpIMO- MMILIIYH AIICHPoR SPMMNdS AND IMa1NY FARE OtSTAfrC�£ APE a1010rITW 4xG iMa6 m#Or.T,ltr FOR F,J1. LESS 7FAli aatfotTm Qf Ixc1,1■ c tAFOIICE ANOHHOR SPAFAhO ttt AAIL161LYaIa SPAtile :AHDIIH OM SCMFJMaE IOU DALE PoUDWaNG H1. FOR THq oPaua�A1 TD WE POS9aLE, tlaatlCsn tI+ACaHO ONTiRrED Osata FWTOIt SHALL Nb1 � E1� THAN HMaY 8PAL7A0 aU1rA11B1 FOR FJIG1 ANGIOR TY1� 7rE AHgd10R6 LBOFMX. � 1/4"e 1J+i 1/4"r 1J41 _ Iles- .,j♦'s - 'O,ICAA1 Gf'IP-GNP p LfiMi-M sOUO-SET NY1. ANCHOR (Gg) 3 3 3 ] 2 1/2 ] 'y*,Naeoerx,ea 4'a1n4r4Mx (He.) 7 w1-Lrxt terra# Haark O,.} s Ae]taH. E.D. {Hfe€ � FACTOR �aa1�J V J O Q }J v '�'^ LLI Q z Q J SHEET N0. SH 1.1 I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I REQUilEO � AMppRs SHE SCtff1NltE ON SHE 9) wc t ! m 1 � ' � E Mbw 4fPArn(T5la€'w � a€ sOfr81AE I , m F ATAbO14tNitN I I � rarer Try i t � a®H p i a US M i � �rSlSC80LT$ € a iA s fiat 1 O iY€�r""R ` € € € OF 1" I OONCRm OR ' REQUIRED % I r 4,1-.zaxa/4 s.s. BOLT 7f9"x3 2" Wf7X` tiJi a 12 1/2'I�ae. � _CONCRETE AacTlDres ANrsHORs-srAwGFSItTH €� SCH>Fnu E � W/ ]RD SCtFOUIi ON SNIT 9) SiHELT S) BLflr$t r+E1TUalEO Di�E,CT AND WALL MOUNTING QiREC7 AND WALL MOUNTING ►1JSTl1 N l7ilAN INSTALLATION SL:CTiON 8 SECTION 9 srJLE 3/6-1' ALE a/s-r- E.D. - EDGE DISTANCE.F10R C(ri1B1NA'jj(,�q, OF SECTIONS; (SM SCHEDULE CI4 TOP & BO'TTOMH MOUNTINGS C+AN BE SF1F�i" 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MAXIMUM � ti i*l■ I��I��■�■1■■il■�■�q■��■■�n�i■r ill■' fl aw' • ��;: ,rt rtr�.tr��trr: rtt.�xttslrr tlfX rr rrrrw: xM:,MtxlFlr Yr, Wr4x1� � s.re .w-ieetxt.ln�rlta arrwruk s�nirr_tt�erlw•�rer.:rwl.IrrRl �wr. frr .» . . . �, IirM M�W►s�►:I�M'i.r��'.idR"`�F�` :�:lirli. _�31L+aa f' t• FLORIDA A.S.D. RE s.f AND CORRESPONDING MAXXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS & (� INSTALLATIONS INTO EXISTING CONCRETE 8c CONCRETE BLOCK STRUCTURES ,a..........m m•.r, c /i`tm Y:111leraa! 4tlrulc sa - Crtr'rNrNl: , 71HQtt 1Q f3si 9NEE4'S i. B Ar glto CONORM ' M,A1ai1a4 ANCA�L+* SFMOIIW HUI EA- •• ] 1/2' M - AS1D0E9Q1 .. TAP00N OF''1yMP�-iIRP a1lJC�N PNIBJAt,XI, iMiArte IO PM�.MA3E PfSI� Sal6 �T.. - f R MAYa1CUM HMHB. - AHHY GDIBaYOIOHL L=1N5TF7 =' (itl.i IMD><vo m R t�ri aEIE m DUHCBETE txbHmuHETE m caNxREiE � m :�� TD.�cnNrnEtE bFTREJYe[odt6U7ntatar7t MCtfl, L 8` N/A N/A N/A 6" N/A 8` NIA 8" N/A N/A N/A. 1 (TOP) 8' 4` N/A N/A 8" !t• 8" 6' 8' d N/A N/A 1 CiTm�) 8" N/A N/A N/A 8' N/A 6' ltjh 8" N/A WA tHi'A 2 (r`OP) or N/A N/A N/A 8' N/A 5' #aJA 6" N/A N/A N/A 2 (BOTTOM) 55.5„ -72,D 8'.. N/A N/A N/A 6" N/A tT" N/A 6" NJA N/A N/A 3 3 4 (ADP) >7'-5" TO 8'-B' � LESS 8' 4' N/A N/A tS' 8" B• 8' 6' 6" N/A N/A 3 (80TTOY) . 6' N/A N/A N/A RS' N/A S. N/A 8' N/A N/A N/A 7 (TOP) S. N/# N/A 8' 6" 6' N/A NJA 4 & 7 (BEOTTCNd). N/A N/A 12 1/2" 8 114' 12 tJ2" 6 1j4" e 1j4" 6 1j4' 6 1/4" 6 1f4" N/A N/A 5 (TOPfBOTTOi1) -Sri.D, -53.3 N/A .N/A 12 1/2' 6 1j4' 12 112" B 1/4�• B 1f4' 6 If4' B 1f4" 6 1j4 N/A N/A 8 (FOPj80TT'4M), -B' TO 11'-•2' .55;0, -72A NIA NIA 6 1J4' N/A 8 tj+ NJA B 1f4' 6 tj4' 6 1/4" 6 1j4 N/A N/A 8 (1OP/BOTTCiM) -8' In 11'-2' NfA N/A N/A N/A N/A N/A N/A NjA 6 1J4' 8 iJ#" B 1/4' 8 if4' 8, 9. 14 +�j _�O 8" 4" N/h N/A N/A NjA NjA NjA 6 1/4' 6 Tjs 8 (BQTTOttOR ) 12'--4' OR LESS LESS 8, 4" N/A N/A N/A NIA N/A N/A B` 6' 6 1j4• 8 1j+ 9 C�T�7 NIA NIA N/A WA N/A N/A NjA N/A 6 1/4` (eDTTtx€1) MINIX ptum WASING Ilr " CD mi SEE � 10: 11 AID 12 FOR ANCHORS TOPE a SPAOMG FOR � INTO WOOD PR,AIE BIIRpIMO- MMILIIYH AIICHPoR SPMMNdS AND IMa1NY FARE OtSTAfrC�£ APE a1010rITW 4xG iMa6 m#Or.T,ltr FOR F,J1. LESS 7FAli aatfotTm Qf Ixc1,1■ c tAFOIICE ANOHHOR SPAFAhO ttt AAIL161LYaIa SPAtile :AHDIIH OM SCMFJMaE IOU DALE PoUDWaNG H1. FOR THq oPaua�A1 TD WE POS9aLE, tlaatlCsn tI+ACaHO ONTiRrED Osata FWTOIt SHALL Nb1 � E1� THAN HMaY 8PAL7A0 aU1rA11B1 FOR FJIG1 ANGIOR TY1� 7rE AHgd10R6 LBOFMX. � 1/4"e 1J+i 1/4"r 1J41 _ Iles- .,j♦'s - 'O,ICAA1 Gf'IP-GNP p LfiMi-M sOUO-SET NY1. ANCHOR (Gg) 3 3 3 ] 2 1/2 ] 'y*,Naeoerx,ea 4'a1n4r4Mx (He.) 7 w1-Lrxt terra# Haark O,.} s Ae]taH. E.D. {Hfe€ � FACTOR �aa1�J V J O Q }J v '�'^ LLI Q z Q J SHEET N0. SH 1.1 I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I % I r 4,1-.zaxa/4 s.s. BOLT 7f9"x3 2" Wf7X` tiJi a 12 1/2'I�ae. � _CONCRETE AacTlDres ANrsHORs-srAwGFSItTH €� SCH>Fnu E � W/ ]RD SCtFOUIi ON SNIT 9) SiHELT S) BLflr$t r+E1TUalEO Di�E,CT AND WALL MOUNTING QiREC7 AND WALL MOUNTING ►1JSTl1 N l7ilAN INSTALLATION SL:CTiON 8 SECTION 9 srJLE 3/6-1' ALE a/s-r- E.D. - EDGE DISTANCE.F10R C(ri1B1NA'jj(,�q, OF SECTIONS; (SM SCHEDULE CI4 TOP & BO'TTOMH MOUNTINGS C+AN BE SF1F�i" 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MAXIMUM � ti i*l■ I��I��■�■1■■il■�■�q■��■■�n�i■r ill■' fl aw' • ��;: ,rt rtr�.tr��trr: rtt.�xttslrr tlfX rr rrrrw: xM:,MtxlFlr Yr, Wr4x1� � s.re .w-ieetxt.ln�rlta arrwruk s�nirr_tt�erlw•�rer.:rwl.IrrRl �wr. frr .» . . . �, IirM M�W►s�►:I�M'i.r��'.idR"`�F�` :�:lirli. _�31L+aa f' t• FLORIDA A.S.D. RE s.f AND CORRESPONDING MAXXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS & (� INSTALLATIONS INTO EXISTING CONCRETE 8c CONCRETE BLOCK STRUCTURES ,a..........m m•.r, c /i`tm Y:111leraa! 4tlrulc sa - Crtr'rNrNl: , 71HQtt 1Q f3si 9NEE4'S i. B Ar glto CONORM ' M,A1ai1a4 ANCA�L+* SFMOIIW HUI EA- •• ] 1/2' M - AS1D0E9Q1 .. TAP00N OF''1yMP�-iIRP a1lJC�N PNIBJAt,XI, iMiArte IO PM�.MA3E PfSI� Sal6 �T.. - f R MAYa1CUM HMHB. - AHHY GDIBaYOIOHL L=1N5TF7 =' (itl.i IMD><vo m R t�ri aEIE m DUHCBETE txbHmuHETE m caNxREiE � m :�� TD.�cnNrnEtE bFTREJYe[odt6U7ntatar7t MCtfl, L 8` N/A N/A N/A 6" N/A 8` NIA 8" N/A N/A N/A. 1 (TOP) 8' 4` N/A N/A 8" !t• 8" 6' 8' d N/A N/A 1 CiTm�) 8" N/A N/A N/A 8' N/A 6' ltjh 8" N/A WA tHi'A 2 (r`OP) or N/A N/A N/A 8' N/A 5' #aJA 6" N/A N/A N/A 2 (BOTTOM) 55.5„ -72,D 8'.. N/A N/A N/A 6" N/A tT" N/A 6" NJA N/A N/A 3 3 4 (ADP) >7'-5" TO 8'-B' � LESS 8' 4' N/A N/A tS' 8" B• 8' 6' 6" N/A N/A 3 (80TTOY) . 6' N/A N/A N/A RS' N/A S. N/A 8' N/A N/A N/A 7 (TOP) S. N/# N/A 8' 6" 6' N/A NJA 4 & 7 (BEOTTCNd). N/A N/A 12 1/2" 8 114' 12 tJ2" 6 1j4" e 1j4" 6 1j4' 6 1/4" 6 1f4" N/A N/A 5 (TOPfBOTTOi1) -Sri.D, -53.3 N/A .N/A 12 1/2' 6 1j4' 12 112" B 1/4�• B 1f4' 6 If4' B 1f4" 6 1j4 N/A N/A 8 (FOPj80TT'4M), -B' TO 11'-•2' .55;0, -72A NIA NIA 6 1J4' N/A 8 tj+ NJA B 1f4' 6 tj4' 6 1/4" 6 1j4 N/A N/A 8 (1OP/BOTTCiM) -8' In 11'-2' NfA N/A N/A N/A N/A N/A N/A NjA 6 1J4' 8 iJ#" B 1/4' 8 if4' 8, 9. 14 +�j _�O 8" 4" N/h N/A N/A NjA NjA NjA 6 1/4' 6 Tjs 8 (BQTTOttOR ) 12'--4' OR LESS LESS 8, 4" N/A N/A N/A NIA N/A N/A B` 6' 6 1j4• 8 1j+ 9 C�T�7 NIA NIA N/A WA N/A N/A NjA N/A 6 1/4` (eDTTtx€1) MINIX ptum WASING Ilr " CD mi SEE � 10: 11 AID 12 FOR ANCHORS TOPE a SPAOMG FOR � INTO WOOD PR,AIE BIIRpIMO- MMILIIYH AIICHPoR SPMMNdS AND IMa1NY FARE OtSTAfrC�£ APE a1010rITW 4xG iMa6 m#Or.T,ltr FOR F,J1. LESS 7FAli aatfotTm Qf Ixc1,1■ c tAFOIICE ANOHHOR SPAFAhO ttt AAIL161LYaIa SPAtile :AHDIIH OM SCMFJMaE IOU DALE PoUDWaNG H1. FOR THq oPaua�A1 TD WE POS9aLE, tlaatlCsn tI+ACaHO ONTiRrED Osata FWTOIt SHALL Nb1 � E1� THAN HMaY 8PAL7A0 aU1rA11B1 FOR FJIG1 ANGIOR TY1� 7rE AHgd10R6 LBOFMX. � 1/4"e 1J+i 1/4"r 1J41 _ Iles- .,j♦'s - 'O,ICAA1 Gf'IP-GNP p LfiMi-M sOUO-SET NY1. ANCHOR (Gg) 3 3 3 ] 2 1/2 ] 'y*,Naeoerx,ea 4'a1n4r4Mx (He.) 7 w1-Lrxt terra# Haark O,.} s Ae]taH. E.D. {Hfe€ � FACTOR �aa1�J V J O Q }J v '�'^ LLI Q z Q J SHEET N0. SH 1.1 I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I CD mi SEE � 10: 11 AID 12 FOR ANCHORS TOPE a SPAOMG FOR � INTO WOOD PR,AIE BIIRpIMO- MMILIIYH AIICHPoR SPMMNdS AND IMa1NY FARE OtSTAfrC�£ APE a1010rITW 4xG iMa6 m#Or.T,ltr FOR F,J1. LESS 7FAli aatfotTm Qf Ixc1,1■ c tAFOIICE ANOHHOR SPAFAhO ttt AAIL161LYaIa SPAtile :AHDIIH OM SCMFJMaE IOU DALE PoUDWaNG H1. FOR THq oPaua�A1 TD WE POS9aLE, tlaatlCsn tI+ACaHO ONTiRrED Osata FWTOIt SHALL Nb1 � E1� THAN HMaY 8PAL7A0 aU1rA11B1 FOR FJIG1 ANGIOR TY1� 7rE AHgd10R6 LBOFMX. � 1/4"e 1J+i 1/4"r 1J41 _ Iles- .,j♦'s - 'O,ICAA1 Gf'IP-GNP p LfiMi-M sOUO-SET NY1. ANCHOR (Gg) 3 3 3 ] 2 1/2 ] 'y*,Naeoerx,ea 4'a1n4r4Mx (He.) 7 w1-Lrxt terra# Haark O,.} s Ae]taH. E.D. {Hfe€ � FACTOR �aa1�J V J O Q }J v '�'^ LLI Q z Q J SHEET N0. SH 1.1 I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I �aa1�J V J O Q }J v '�'^ LLI Q z Q J SHEET N0. SH 1.1 I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I I:ill-!:... r.r. IJ; LtL i-�j.5i-Tall nai iI1€. . hill -1i:, ri 1 1111 �lilii i I C_ Cf) —Cu N -•-• -0 > C- U - 0 -F� IN TALLATION DETAILS FOR REGULAR PA I ��. iJ+' C0. s Sji3• L w/ INSTALI_ATI jj OETAILS EQ8 REGULAR PANELS t & 1i N TI G c. N INTO X15TING WOOD STRUCTURES P,� 1 � r� w-�� '� i� CCL a o O / a r t/+' O'C' / IS G R ^ a• 91� � 11Tx1 ,2+PAHsF �IOPtEdil . ^ ,da^M > •..�' a4 w✓ ntw�/3 000cs ^#• .. i1$ Mu�a�1M a r LAaI + an ,t1 YE7�O�R/ ALL SNP .tom Wass wew: ;,: - ,,..Doom wete.w%w I, �' ,n' e"--9•' ,i--ri/*Y � a e^ oc�,. w e Al V / tla aoco HGrN1i1L .r CZ ,4--,0 PIV+e MATE PLUS 'fir_. - � a i�a % %'a' '. i+-,n Pi k,IwrsE Plus �11 A r"e eras. u� r✓r ,�eti4•w,r(a.an-n ,nc■✓s�v,wwaan,,: p-®__'... _ , 4` ts.G. w/ t 7je �. nEatm PE7JEnu lrn WOOD "'` lacasi nc. w/..t T W V a„o /a�om. e,,,Ia %eaa rerAer. .r„ar n.®. naw . pFNE,TLLTIOSN / y tHREAIo>:T) P%NEYRAT, i T#3 EXISTING WOOD i {{I�ED - WOOD F1F1�OEii � -- i'r1Arasl"Ar,",r` i - 4 ips Y +.-,3u S.S, LrXTa 'n E)CI5TRlG 1v0nD HEADER O L- W z ' E(N O •Roo'` 2 ON V sin • ,i y: na - 1 i En Ei3. i _ _ 1 Nor a /�- ' _ x 7 _O LL I ICU � n/� "' °rcu i f I k y�,y $ - .� C t. EG k: - - 1 T - 7 , _ �t#h o i @�FRr • M O ' � 0 LF� I Mla _ 1 4' L,.1Y. •Mt, i I { %i Tf j saw SRA 8 t I EiEFY Or- O I I 6 1j4" O.0 ,/ O > t . sw 1 • r r -• } - - i I 3 ,J4. t a , 4' Or- i • u. i _ 1 , 1 - ; p { Yh70D HEADER I wOGn H I i +. ' i iRn_ , rat aclaaulc � Ooos - r was >� I REn4IR5D � i r g ^ 1 0 row cat V i es ,LNIIUIa aN sari e t - �AW I iIEDtInFD f - 1 F RE , i _ i 1 g I W Oral® � -�� _� i °a I , T m a i t e+ m ebs 1 ss oa�.te i 3 { i wane HEAmm won rr�mr >«": I 1 n:.; - ..�. Tit qas wx. a 1 z - - - 1 - IrtAtSEri flEDIa�D �- I i i I >.. i "n W >o ,LAM N k I + t ` f 1 O Ge GW RrHzs' ss -. I i ' .%`IEDSHEETIAE dl i SCHEDULE SHM I f SEE {#i I iL V 16 CIA: , , WALL wouNT1NIG a N ALTERNATSCALE IVE 1 W 11 SALE 3/0-1" p G TO . ro nL�ss INS` `ION - ALTER9iAT(VE , 3W r�M it j e a if 1/i' o& 1 ; MML r[ LENGTH /a'* �1," o ( L ,H roe k w tcrdv^ at4T 1 I AI TERNYTI1Ci 2W N a a-xo e i ( } SEE ex)1E ,} FOR wn IT ,AS,. PAH LENGTH 'r SCALE. 1/+ 1 ano a ,r yr oC: / y y J 7;rsa : IL, ii � � � eau rs• aaun aar� NPOLdwG�, r { � �y s lug. w/ a x 3 +�artn rMw e u (SEE NPT`E t} .. ae.L �' AtlifARe b pao11 CY ure SON i SCHEDULE! FOR SPPARAT e ! { OHM ems{ IwElrirli a I { a 1 �• /s• CIA. S�Ti�Dw . r„ ',� r €rc smm 4• ,D GNASS, t I NiSTALLATNaN - AL TERNAIIM/E 1 W :, '�"recawnK 'v ' ' i E0 SCALE 1/4' - 1" nm ®c N 1_ FLU- IIOUNTHiG -_.. i ( F� OR EO f ` t 14hX t _ =aern�r ED OF t' CEFLING FLOOR 11Q1I1NG 7d'A -- 1 2. w000 L' t ! INSTALL►THM - ALTERNATIVE SWOF v I MADc ,.^iDlMir mo1lNilNS_a - SECTION AT TOP S UiliID TO +55_5 0 MAX. SCALE: 1/4-- I- EO° j I iNSTALLATiON - ALTERNATIVE ( A.SA DESIGN E RATING) EQ70 i�Nuiim ; _ ' - a 1 ss 1LS w/ t SLATE - - I I 7 # 3ie` I { /? N,/, I, WASHER ,`ti, .. 1 I 7/1py 3/eyy' SCALE I/4 - 1-_ ; '" "'' `. - r 111ti6 'II2iC Sl9ilE Ile ," - , j4' LA % sJI•' LaliO , Le%+.T'"`'N�°' 4 �r STU, a I o iz ,/Y o.c. t ,s t an. w/ `'S.5. [+�, 0 a ,/4' o.c. � Mxa e t�r a s 7i w •t ,ten• , tart PMEL ,a • Am a�. - 4, c-L '. " $ 1/a' � -- - - . 1`aa' PLA1E ` U.C. FOR, L.F KAHS LV TO B'-W ,Am,. { OR / 4-10 PANalANE FNIUrE ID OR a 8- n.G wj, ,'Sr' aclooe'�r'rn+ln.'�Qieia�.,ii ATE ' ,. • .r oc. Yp SCALE 3 B-, ALT'RNIETIVE 1W i• - -• _. MIL THE WOMM OF MEOW" OF BMW WOOD RATE FOR _.., REOUIREn F ENE'Of,11RlD -^ G 7: •r NBi7WIO1H. llA S °e� SCALEE 3/8-,' 2"%4 'M9QD PLATE J RAWE pe¢,1eea 2.. "� -•"a-'-, t,�t" Mn. nao-7am � �.�L,- ..' ,A-70 PANELIAATE PL4S sa%4" W!?tlY9 PLA ";. k� PkNETRA'4tn4+Y Ai` I aNr1 «Na.ra ALL 41BQT IS UP TO 4T-e ,Tax T0N BAtF/iDE1 " WL'T fii 6 , fA LAG SCREWS e CON MONSTRPEA NOT fiH04MN � YIO NM?TH OF IDEATE � - QG. STMJGERIIN wf Ofi�6CT iiit3C1i1Tit1G i�TALl NOTE : s,x k Win' ,A I toF PLATE ALTERNATIVE OR YI NATI 7W A ALLOON ncTetr t11OLNNTiNG SCALE 3/9-1' SCALE 3/8-1- SCALE 3/B-r V R sWMALLMON MR MOM WALL MWITiNG__Its YI TE`TIVE LOW ry� IM SW Issm r Ytu�r_ - SECTION 4AW 3/8-1- 3/8'1. 1 �i .,,N , L A ,, t N 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS 4 �� rh 'A ••`�< 1. INSTALLATIONS FOR ALTERNATIVES Bw, BW g LOW ONLY VALID F€ " UP TO +55.5. -72,0 pm-C AND PANEL'S LENGTH UP TO 8'-8'. ✓ : F'LORIDA BUILUM CODE h Vstocity NurcTcano Zone 1« INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS p• - - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD METdBERS TD 9E SOUTHERN ) ` s FLORIDA L�NNG CODE h Vatoc FNIe?NaanB Zeno) '" , ' - UP TO tSS.S, -72.0 PSF AND PANEf_'S LENN(;TFN UP 7O B'-8'. 1 � '� BlIR01NOS WNiH A.S.D. DESIGN LOADS UP r4 +43.& -4,3.6 p.s.f. AND .,1is..r.,, N/ FLQRIDA BLnLDING CODE h Yal NurricoTls PINE No. 2, Wf SPECIFIC DENSITY OF 0.55 OR £(VIAL *200 R,r#L W- 24 GAGE GALYANIIEQ s EL STORY PANEL FJLL � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN •sore nemm er. 2fl GALVAHIT£D SffEL SfDRM PANS F_rtt PANEL'S LENGTH UP TO 12'-4' y a 0111 Ix caA Ale, i0 :aAGi f,APYAIiNZEO Siffi 5?ORA1 PANEL ` °,� olJllJia PINE NO. 2, W/ SPECIFIC DENSITY OF 0°55 OR EQUAL 4 { j upertr fir. 2. FOR NEW WOOD tiiMNE CONSTRUCTION. WOOD MFJJN#NtS TO DE SOUTHERN 20 ` iHirrN W. 4167 ..___ Pie • FOFZ commNATIDN gE sE(:nDNs: GLOBAL PROTECTION PRODUCTS, LLC. sue a •� g — a' a aAte e ^� I 4� INC. LOIIAt PROTECTION PRODUCTS. ltC. (411vil PINE N0. z, Wf sPeclFTc DENSITY OF o.55 OR EQUAL 4416T BAL PRO7ECFIOII PRODUCTS LLC. W12A / .tar r'�^y : r '4;,C`RW7�. 1'i�'siat' 4 • . IL E M" O Nltc. 4WO'$*. $I s'�Ef NOTE FQ8 CO BIHn4N c1��N:T,ONs: r i. I L NNa. .lqt, S,tY. si T TOP & BOTTOM MOUNTINGS CAN BE r rtG ,,wr =w mo A ClSL M,,,r 15-021 � � � TNurr T [w,aWN & JarmxarrANNa ae,Atwvr 1 S 021 a ", DmwE � sN31a .7d• +, c.,'.,'+ alrs xr aaH. Ao ,a. as swoMr almrc n aw.. EAaHee (as+laea-7s14 F�as (iM+llHem-CITED TOP &BOTTOM 3AOiUNTINGS CAN BE , ` DAAE. EL, FAV ( COMBINED IN ANY WAY TO SUIT ANY r A ae r sr.n> -rasa. w.Lu A%N �wr ucw GaMeq Naz . i• .,., wr-vssa. rr: fawLUer+-rmt nww+ec tlec TUP BOTTOM MOUNTINGS CAN BE: :r t€'ra371No t 'J 15-OZT x.. « , tJarV +war ar�ar ww �.. r+el+er oar " Aux tr,t a. ✓non CIO. 1WFw arras ac P,IR„'. (kfa)eMo-7a4q FAR: (a5i1 -e•Aa7 '% +* ' =' INSTALLATION. - ,FX-oaaa%tD C$�NED W ANY WAY TO SUIT ANY�_ 4 A 1 ipLTlR A. satA` w „wiH Y iNEar ro of 2I°C , W-ma6aFrti wmrr.r we.. i.e. w a.rrn ..r, COM9tES tN ANY WAX TO SUIT ANY 'rpw"#� ,.c r i}�4] ."•tea ,uc x PNM1E: (e54 -ale 7 .w �,. INSN'At-N.ATI(N. P,e r asae-srs 4 _ i rt CIF INSTAt.LRT1ON.+✓F,.. •n� ,. a • ...^..,axeEr rx OF2s Fame CWXREi'E ANrCHO Sai#TIGIE OR WEFT 14: -_. ANCHORS FOR WOW �A: SBE aN �T „ ALTN�nNATe $ AT END PANEL INSTALLATION DETAIL. R OPTION 1 FOR E S�►FETY STORM PANEL Y TES scHmuLE SW 14) � SHffT 14SCHEDULE ) M m 1 1. 2/4, 2{I1/4, 5/4 (VET 4 1, 2 & 1W 15 1, � ik t�f IS 1 Nil � AT END PANLEY � � � � t sv LAa sxatrrs a C ac W/OVERLAP Po,En NxNaiETe �1' �"' _ 5Nuos / � f 1- �,•-� - J INTO EXISTING WOOD STRUCTURES E104T.,G PF_1�FrtAT!nH (tz rfz- m cj - m wow HvmN J io HOLD PANS AONREn IT s/B• wi . (CAM 0 - - - -- - _ n 8 J 1 Him 11 lj�,3- Ito". (CASE A} . jHIH mm p EVERYOVERLAP 12 (END PAr Ex} (IC1ea0aR PArW1 PA07 } (RMiE� NA PANELI OM FAA TO PANEL. I t FnR �Gll'r�. 1 I'FQ { I E t MWi'tX➢NI - r OR a areir i,�aa y wre a Lac 1 1 1 1 1 A t7P I I ESN �1 %1 I i i SE7E i i 1N[FJN10R PAFNEI E]ID PANEL I /+' SEE SEE I MRETiIGi PANEL. _-- t7+D PAIL i/# a'ax oci"S rs S/s^ MIn. (CA"r• i 4Yr1w /i Al II»-3' - - aw,ett - {+ ANE110R wow 3" 1 �2 FriR #2 FY,R (sEiEio�Er. %toy m a z I/2' oa Y MIT. (cwsr_ I)• Tu Oi is ,/Y oc. _ I - I (SEE DET. 2J14) I 0R DIRECT LIOILNr SPACING sPA(HNc I -^ I (ALTfle16TE LUCJDE7N -_ NBn It I I DETAIL f : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE DETAIL 2 f aOR MOl�NTING INSTALLATION tAPPUCABLE To SC F d I I I AT trN PANET9i 9CAI.E: 3f16' - t' u (SEE UETM5 f%1+ $ & 2/,4) 0 9 (KtNA6 LOOATIRN �; 3fT$` - 1' I i I (SEE>ai1 vi4 MAXIMUM A.S.D. DESIGN, PRESSURE RATING jp,s.f.) AND CORRESPONDING STUD a 122°Ijr . LTERNATVE 1 A TERN TIME 2 2J,+ MA N PRESS RATING .s.f. A D "'L." , 1 ro 1" MALAP HE CONCFEME I MAXIMUM PANEL [.ENGTF . SCHED$ELE , ,� N• wJ (1t,s} ( To a 12 t/2• Lxc, �awWALL I I %� 2f1+ �fi, 3/4 R 4/4 1, lk IMf/15 i, it IWhS CORRESPONDING t+ L r� r Tn c rmlr� 1 e INdraT� FDa L1Fz c,cc,v cr_nau PaMP1 IJt4} I 1 INSTALLATIONS N RETE & E B TR' G „,,, A E1 I�� ran, I - I I ' ALTERNATE L.00ATIN C 1 I J ON LIFE SAFETY PANEL L� -WILL=MOM " . P» 'T:" -- AREA W/Nn LIFE SAFETY' PANELS OF �UFE ( — 1 BELOW) ) (E - y„1AI1� PANB i.e. REGULAR PANELS W OR - SAFETY' PANEL --�� urx APPLAD LE TC! ta,S.R, -7 LD #4"»a2 3J4 UaOUE,oFOR 1 LOCATION m � U01RD1Rexi .. 1 j Nai,Rexa A.S,D. VPcou OF LAP-4 6VK-01 PAkvA t1E� mvLE 10 WINO._ FUS - - - _ W/O REGULAR t,3ACN,5 , €THEWS # e LwafAuu FrAiaFa T • � PAm �TD Allm As + ., I En , CaNCREiE ANabRS CIF AeYS PANEL. OPENING W FEAR I6AN SHALL CONLTETE r s 'wRmt0 Tn LN7X47NTI 'L' (FL) Cli11OPElE cG1FCR,EiE __. caN(aRE'TE OF THINS E2E SHEET 13 FOR ANL^HCAi4 1" At SPACING FOR IMNAAROHN4 ITO Wog FRAME AUKO � � -. - S p{� // RAIINB p,013C El•AKHC ACRE BNA)CK BIFiC,( (9fE Sd,FD1IL ��' oR SLAB O. O FE T•i 7D FA(HU'TkTE aISTALIATNON ,F 1NIENOED - F,F.AtIIRED t,� N. OF S,iR - B'.'S.O, -32.t1 " - 9' a" 9• 9' I (BOTTOM} INEaxTN t� oBTAIHm uNaHIO RY67'CA sNNA:L NON BE NJrSs THAN TN1x w.la,wr a - En En. J ` 11INIlipN � � LIEN LYaYC.Ip FLOE FRFFI'ANtC� ARE IEIGRF37 PLAIE SHEET i t) - PaR&D eroNeHNCtE e?O,itYIt�M} T4 VE5FAL1E0 OR Rt�N01ftD FROM INSIDE 8` N/A N/A N/A B' N/A 6• N/A B" NIA , & 2 ('fOFt) €,A• LEA TEvtN IrikA` iENN ON SCHEDULE REDUCE Pl1(HNUR SPAOa1O ar TALR.TFCM - _ Co AF1ChkXu - - 9' Y 9 S. _ -- _ 9' - 5'-O' OR LESS SNOMeN (aN =. 9Y IHE 'OWOM IG FAGTORB. FOR Tt OPERATION > Ei4E, - . , I p� y T` I 1010110410 FOR EACH A NCHM TYPE AT A1iCH= LEGEND I { +SET ul WALL MWNTINGMEAUABORSCAL.E . +55.0 --72.n B- N/A N/A N/A S` N/A B" N/A (r N/A 1 & 2 (TC#s) --- S •., WAFL L ANtI FLC10R YOtlNTLNG �STALLATlON --O• TO r-B• i/4a 1/4-• 1/4". 1/4i I/4i (` -111001) PLATE g' S` 9' e' 9' 7 1/2 9' 9" 9' 9` f (BOTTCKI,) Alm" TYPE _ au-e r � . J4. Nw SECTION 1 : 3%B" , t' - SECTION_ 3 SCALE 3/B' - ," r1J4' Max. CAT ®�� 1 * 1 ; c +55D -72 n NfA !i N/A B' N/A 6' N%A , & 2 (�') 7 -B' T4 8'-8" wa. mmm 0.) 1M SON OF c1F+� 3 n 3 2 '� 1 NOTES ON fircv SAFETY STY)Rlj PANEL SYSTELI�,�rALLA71�1 9• 4' 9' 8' a' 8" B' B" B' -- B' 1 (Bowgwi} ._ 3 3 3 3 3 -_ a.L.reaN lFa+k QI,1 3 S Sip 8 C.. L - ALTERNATE T E 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FLRST OR LAST PANEL) 1 _ S tAr METaaR PANaS. S 'ffrB PAJ LcriMTr�N � ACeiyL- E,a. 0MGE IlerAe�r�y FACTOR Y:tS• �4iE Gi AS AN INTERIOR PANEL (ANY PANEL LOOATNONN M BETWEEN t PANELS)- E GL A Ls. D t 4'ax T O, j , tJ OR LIFE SAFETY PANELS MAY OR MAY NOT BE IN5TALLELN ADJACENT` TO REGULAR PALS No,e t) �P�+ 1? ct�NFnsa [6iw1 F�mw r�aaT �,5 AT -SOT i w✓,�;0 - 3 1!� r _ , r/Y ,ae - � .. � � tjal.oae/a' Lallo ei su§rNesp wJ (w/ INi/O REtILAAR TRACKS) �j �y _ i,00 as 1/4-0-20 'R 2O%2" SS MS, a e` aC OR tt �s 1. E a 2 I.NF"E sAFENY PANEL CONSISTS of O,.Q34' GALVANIZED STEEL STORM PANEL AS SECTION B�® - A,s@. M 8/e' lic FRmM,tiP OT AMaY} Gl ' I (ST,n.! s' 9a,. FAOr TOP OF AINIF,j 1 wUfNMUN+tP,A► 23". • N. a ,.e0 1 i, 1/P 0 RANELNIA -. -EWL � J ALTERN-ATIA IFl D-0 FRAM ND[TION ANCHOR I.f?(� S PER OOA:P(#NENT .SHEET 2 OF DRAMMWG. S+:JM-E 3%32.I TO OF TEEM! % ) 3 t. THIS PANEL ET5E.LF iO BE REMC1rEO CNi INSTALLSO FROM THE INSIDE OF _ THRFApED Pp#EniAt1ON TO v STIiINOTiiRE. PIOIIO OOMHCHHETE "'�' PLATE wIOtE : SRtfi,FR ',RlL9f3 FI1F SFNwNN FOR CLiWTY (Ro A LIFE SAFETY REXRRESS TOP TRACK m BE cm,(x TN o& BOTTOM TRACK TO �NrITI[ +49.2 -E1.'S ,3" 3" $ 41 4 1 2" 2 (BOt O:) 7'-6' OR LASS eE AS PER SHEET 2 OF THIS �. NOS it - +5z6 -BBu s' . 3" 4' +' a t T +} a -B` OR IJss `��,, W AU ER A YEN ALL�►TiON BCOMPONENr Y BE INSTALIM WALL OR FLOOR MnNMfiED, FOLLOVIEW SECTIONS , & 2 ON T#Is SHEEN, AS WELL AS DETAILS , & 2 ON SNP' 14..A�'N�D�•.rr.,,,rr ;� FLORIDA BUILDING CODE Hf h YalocT NUiticaaie Zone +55.0 -720 3 1/2- 2 1j2' 4' 3 1 j2- 2 (BOTTOM) 7'-•B' OR LESS ti •• 4 AT os,es nil WF N-:sS.O -7za 2 1/2' 2 ,/�2 N/A N/a 2 (BOFNOM) 7'M-6' Ta S'-0" • t _ FLORIOA 9UNLDNI�IG CODE (Fi19h VeloesRp FNuNt'Tc4Nna Zone) j - ," sa'`�k , f Mr LF7iOTH F{N2 OONn�ONENC S t5'. 20 GAGE GALVANIZED STEEL STORY PANEL FAL - FLORIDA BUIIDiNG CODE (NN li Ya1aG Hurrlcana Zone) �j aarAe m: s' .; ' 1Vp OX75 xam CITE 20 GAGE GALYANM STEEL STORY PANEL t on ,.� F 02MS,RMUR aaz 20 TALE GALVARM STEEL STORM PANEL owaii er Max. ANCHnR 5PA(R4G FDR NAi'IPONEN 4DMCHORAGE AT BOTTOM IS EVEN ON z t�(i. 44f +M.n -72.0 N/A N/A 3' 3' 2 (0071 ) 7'`-B' TD >3'-B' 41(j. =, - -_ - 1 s. - SCHEDULES S"MLQBAL PROTECTION PRODUCTS, LLC. ��a LOB PROTECTION PRODUCTS, LLC. COMPeh+fEh7 MAY t# PERMANENT OR REMOVABLE. 4• asJFi7M1e T~=71 1L E C O ine. 4m SAT. s, s+Ta�E /► wRw AS D. ®cN Ll1AQ4 ,� in ECQ1m PROTECTION PRODUCTS,S SEE DETA FOR NSTALLATICN INTO WOOD FRAME BUILDINGS O N SHE? I5. '.� wwE. R. 3"14 15-021 - S IL E C O IMO. ,. I61'AL1ATpN9 A� gxLY VAid3 Nx,R �,xur nslava & a7AcaarmF+a coaAANP ••fi ,elo sw. 31 salfsT .sss. -7z.o {a! AND P,1NE3:'S LENNOFH t1P iMl $--e. .- 4aoa51 srnFtT �'' fi' 71TGr & talA5fN1' R_ 333ta 15-021 •G :� a C. OA,W. F6 33314 • �'CCr�� aw as AM. W. a1. na iw4r r 0 a mAN MOM (s74kea-7S* FM (Dbc)d!i-#7a7 '� Hi' .riTtJ� Rj . 4[r 't men A,M s. s a. sac w e Nx mcwD (I 48"� A44 FA* �64jela'17a7 _ Z. FOR NEW rrom FwAIE CAE%KRLICt16iN: WOt Tti B€ 4W,HEPH % �' p _ A 15-OZS 6, SEE SFtEiT 4 FOR DETAI. APPL1Cl,BLE TO THE NEAR' FOR Til£ INSTALLATION y . .� ran..6>aY ar-�v. pa m-rmr rr. rr ... r .r.nm >a 11I"D F. '�i/ •-. •• ' t�' . eaao am-ns . rr , alwan PN7E NCI 2. w Sam Oka ,7` O,Sa OR EOUA:- ;. f A='*Q Rue ter. ms +wyae` a R4aa:1 C 7 -• Q i -a7a1 SPACERS AT TRA£NCS IFNSTAIIFD ASTJALENT AND Tn STU%iS'Op0 BAINOS. A-9RCa%7s -. - _ / - INL47N A ,a:, P� an r rn a _ ll�i 1S R 2a P rats -ma r ,r rnwr ` _ -.Rf to am ere. 4F. - " _ ` N{,Er#NI " e� _ 4 _ _ ` /)+: itl4 c r Hal -tar .r1. terra. >a- wale tax - M671�IPr,, 8119w FJ� 'T 3i 6F NPt7k77A YELL` .�4: PSGtl' a '.WET 14 OF ffi S I S F O N R P T ®.- -• (SEE SECTIONS ON SHEETS I?. IS, 16 & 20INSTEXISTINGALLATIQH D F � � INTO _EX15IING POURED CONCRETE OR CONCREJE B=K STRUCTURES 3' IAAN SA/,7, aA/17, 6�/I , 38/t7,. IBA7, W/10. 3" MAN•, 1 4" TAFCC N ANCHORS 1' AeN. WM/I94 TAw/1I NR ow/w eew/19e 7eM/tf & NMW/10 1' WN, , +' TAPCON ANNCH04M 14 TAPCON ANCHORS ---- t a` rA°C'pN ANCHORS 1 4• TAPCON 1+NNCNKrR5' 1 4' rAPCOF." R WRS - e e- D.C. o B' n.C. - a 9• C,C, a I` o w' o q w' D.1l.or 4 _. o . - D-Cts REOU83E0 - POURED i + CON -3DRat1RD CONCRETE TGM(fETE - POURED CONCRM Q O I OD POURED ODNOREIJ OR, NE S1na( OR CONCRETE OR ATE OR CONCRETE TBLOCKO BLOCK REQUIR® BLOCK REQUIRED CRMUIRED •1/4- 1/4- - 1/4' cn ^^,, W $ 1 E.D* j i E0.• r f-„n.s i i EJ1A -' F_O• I E ED-• ^^'' ♦ i i t W I C01JT. iC_ N 1 „ I § N 1 1 SN't P k 1a�. 'oww4ral m i i k 1w. aeAa,..T17N xR s {. wan I I I ra.. Dwane I ! - 10,, X0460m Te i l I ,ar sevAAA,lar1 A I ss �/ ..W....,_ _._ �. am m. _ , a el '.� T - 8 3 Y 1�; I s I �c //�r�� 't.` Nf � i i � , 1 N u� oN t t 6 i 1 n� I � i i G I � € " `>, V A a"4F�2Aoel" , 1. I PANE},. CE7NG1Ti- r 1aj 1 a slat ,I} I r r r ' _ A WAX. E101tl 'aJ7✓a'a x'I.J I . JJ� 1 r 1 l GdJLSS B SEE SCFBDu 1 r s , 9 i i a 1 » I s j GLASS STi G i axiO MSC ,re r,TA ( 1 t ,7OS71 G' EO i I 7 G f L dRSFN1 1 .: • G1A,5 � � CYA55� I___,_. -,_a _ [ l 3' i f I i i 0. 1 i t o. O r i r' ,Jarzmr,• r' ig)1{ �\ lIT r t 1--- c 1 Its. WWI7Jay > i r I t I N.s f ,fi - u c. w/ 7JY . _ , _ Ira , j OVER aNR Bo1mr1 N , 4YEi4J� 1 1 1 I D.N., ar 1 5 1 i I Ma W tB7:nail M45L 307. 4A/17. SAS/te. ':/17. a6/17. SB/10. 3" I" MIN. A,YIi%,s. T1MNE/'�Nt SAW/,20 EXTERMiYM/1k G,HpkS,' (SEE SEcnONS ON SHEETS 17. 18, 19 & 20}---7r1Y/19 , r t 1 , € t , 8• _ -. SCALE 3/18'-," 1Ii'srre. oR! - E.L7,'M j i E0.4 � ro i .EO.• B E,@•• N i s +a I E. .s E.D. i l �• - - fol -4 7.ato- LIFIEVI 0r .' art ' 1 ! , p+a-^20xa/4%.& M.S. W / - s a 1 H rxw w +I r,n e ve v} / / / 1' , + a-2n sj4 5 S, M s W/ 1..1. • - j8'Nrx3/32" wRJG ALIT WASHER ""'"Tfa"ar3/32' trRIG NUT SwA�ifR - r uac e ,2 1/2" n,C, (BEYOND) ! 4-10'4 PANELIAArE PLUS W1 7 B i % 3J32` WING NUT 7 i % 3/31" TMaNG - !'14-10"a PN I,WLTE PLUS w/ ------�, •,�. _-.-,.. ....� - - - —_� - — - WASN€LR O 1a 1/'Z- O.C. ^t. IINt WA' iFR (F YfkFO) r , +` rJ�PCON aj32' WINO NUT +AbLSFiER roHn}3/32" WING ran ratSitlR ^, +- TA -CON ANCHORS C. . 1 4 TAPnON ANCtiMs 1 + 1/2-TAPO0, ANHG,#ORs _ e B 1f4' D.C. ( V/ W + I f2` OLQ 0 4 1/2` O.C.koul" CONCRETE (STAND W/ Si,S,) (STAGGERED W/ STUD) V J SECTION A -A RED N ErE CoNcR€i€ RR UIRM CONCRETE Sii1CK OR CONCRETE R1.ocNs Cu SCALE 3/1b =l' nR CX,NICRETE (iLocK C ELONCC OR CBLOCK REWIRED PEqu67E11 RED REWIRED RETISnRm ta►al iiTlNGREOUaiNSiALLATION WALL MOUNTINS INSIALLATION WALL �- -- D s f - ,..: WALL MOUNTING R00 Ua�AU AT[�I WALL Mn1 rn lmAi I LTION ;A ITiON 4G TIMAXIMUM Nei RATING L $ACTION 3A SECTION 38 SECM 4.LIL sFCTicfta 5A CORRESPONDING MAXIMUM PANEL LEN TING-[ HEIDiILE. a �rIFGIRAR 3P&A: N 0 IJEE_ME�YEAKU .2 RED-IDANEL 0 UEE SAFETY PANEL o RE�Gu�1 %EL & LIF_��EL W SCALE 3le-I' SCALE 3/s.-t" SCALE 3/B'-1" WAS 3fs'-t" SCALE sfs•-1" MAXIMUM A $ D- Max- PANEL LATH ,�� •,•.. SEE SHEET 19 & aU FOR ANCHORS repE & ANIC"m I"TN ceM ALMA " SEE SHEET 1R & 20 FOR ANCSIORS rfK & NKaI i1 TTtf P/AIPLUS AAAtt I T MINIMUM SEPARATION PANEL * r+' FLORIDA BUILDING CODE (Nd h Veloof Heurlaanti Iona SFWCM FOR INSTAUAna'IS INTO WOW 3 y��tia ' FLOitiDA BUpSYING CODE H h Y•IocN NuFFTcano Zane) FRAM li ANaNCE �ACIIi SPA DESIGN PRESSURE L (1t-) .-.°� TO GLASS CQNDmCkN aNO,a TllaCx4 AMG FALL LFRAIIE RNI,In ANCFNCL SPAGNOS AKD HYUTAI � ,I0. ANCHOR SPACnc (l,.) S S `. , osio-re TA,%ri0. ,NC FX� +" 117E INSTALLATIONS ILO tom rAF sbN � yr<-a`ti11'L. 1/r. FLORIDA BUILDING CODE. 1�. h YatoC�l Hurn6cona 7 m--.� 'la L 00 RATING (p.sF.) (SEE SECTIONS) - " 2O GAGE GALVANIIT.D STEEL BIOTA PANEL DRAW Bw EaaE N,tSTARC, ARE eNTTSASED a+ Ties ,eeHebCwal Soaw (+AF � 2Q AGE GAIYANiiED STFWL 5i0ilTl FALL L � DS CE aRN Trsa� "mee +Ar � s 3 R* ((�rr 1yfi �� ostaa ILn'rxt Mc 20 GAGE GALYAMT)ED STEEL STORM PALL aeruw�Nm 4 G .� S0exL.E FOR E.D. LESS THAN Il mm ON G.NaNQ Sb,rr.H. Bloax (.'�) S •` Y" _ vsrnvar FOR E.D.. HISS TITAN 1411CA,TA oN tNa.M►N arMar R.k 3 3 9/2 .? 'V(}, 'L- '- a�..r 0.1/12/Ta Z +55.0, -72.0 8'-8' 2 3/4" UNBOLTED ••�r•,•�+GLOBAL ,3/r H/,d G iM, .,, CS DAM. MULTIACINSCHEDIALE G SHO 'SPN S fff - "' SCHEDULE lNLLCE ANCHOR SP__ Bt' ` 11 LrErC O Ne. PROTECTICIN PRODUCTS, LLC. o„E rALT�LnNc SPACl16 SHDMar oN ra .FLEW Eu 4 aameq ISMG1oIN * �a PROTECTION PRODUCTS LLC. , P,xINc SPARING 9H4YIN aN SCNEDIAE eMaM1L 1'ACInR GLOBAL PROTECTION PRQDUCT3, LLC. oA Q e 1 0."aSMW sa,4 orExAxEN m H NEDuceu 3 C /�1ryys - T. �r O 1Nc. 4eoD sir, s, SI T t/2" ,qy ; a I L Ria C V I NG. 4Neo SW. SI rira±Er ' oOPMMIEN To BE: f INC:IRE POSS�•e. REDUCED 1 tJ2' .• �• I Ord - SSSii C i 7IYAT resn,A, 15-021 , r rxur rrsTwAa & �lrrrr OWE FL =14 15ID021 - - %" G N {C air : ow aAe sw. s ac sK 1,e,rl axlrr,: rt AArN PHONrt: (aS *,_7m, FAX (�i0m--B lr SPACIIO OBTAINED USING FACTOR Sw1u NOT it ,J1' 7t, )�-e7A7 r ( ".�.. n -7aiL s, a&a AaIL slaw Rome (kFl sae, fA� (ss4)e0a�7i ,� •• sr era. &. axr�alra & Pr�MC .4a rend (aS4 UBPPAIiEa u5IlCi FACTOR 561A11. NOT H`.. ' m,r x, 1$-021 r 4,s (DR ' <• �. rasa : aaE Ar a1O . ,.. NH®1 m-rw DReeNc NCI7 fBvdOOa7f9 taxes Irlaellla eraar 7A0 " t13 • agora F lAO tAb h LIt 4alr Trost aar PBE FAOH ANCHOR TYPE r rdr , {]aIi m +m .Yes , t�r1 = r Ne FM a ANCHOR ME THAN Mmum UN , 9CIiEDII E ` ''•, 0 : ' 4 : : CaX N pi -tar IHLQwxR a¢ L�- 1a1L76P Slim it OF a y - AA - 5 1 OrfA ! _ w'.ALa r t7 iO' 28 3 1 ._ _ pgL7F7P A. R1JI .A: 4.E Al RaIA61 Mfe7 a U44 I,- - SHEET NO. SH 10 TAPCOB 4 S' (LC, 12' MK THREADED APIOt AT WOW 3132• wNc NUT O 42 I,/2' O.C. 4 4f TAPOW O 8` O,C ACED W/ WWI W 1 1/2' Hal- TLotFA= - -- - wPENETRATION AT MI WIDTH OF PLALIX - "4"WOOD PLATE D WALL LMHTM INSTALLATION WAIT HINTING L� NSTA•I,��Ai1fMt �NTERN►ITIVE [ ALTENATM HIV' 4 REGULAR PANEL0 LIFE UM PAN SCALE 3/r-1 SOME 3/9*-1' i 1_ NN'TALLATIONS ARE ONLY YAW FOR BURONGS WITH AS,D. DESIGN LOAM UP TO +5&5. --79.0 PSF AND PAMM'S Lk'436TFI. AP TO 6- , 2. FIR WV WOOD FRAME CONSTRUCTIOW WOOD MEMBERS TO BE SOIFTit3MF PINE NO. 2. W/ SPECIFIC DENSITY OF O"55 OR EQUAL 9 2oLkH• 2�1" -- tt AML N AT w000 1!',stak. PANEL LENGTH (SEE NOTE I BELOW) 1/4.4-2( SS, Y S 71e. HEADER 4`0 TAPCON rA e` D,C. It 1/2• MM 'THREADED 4E1RATION AT WOOD 1/4'h20,N3�/4'5.5. MA.S, W/ - 9 4 4-20.3 4%.'3.. M:S. W/ j8'fM Ij32 WW6 Nut'7,/e"'+,h1js2 WING NUT rNaSEIETt 0 12 1/Y U.C. - WASF£R (BEYGI81) 1/4• N TATAON o B' OZ. /1 12' MIA. THREADED P OF PLATE AT 'x4^ WOW PLATE 14WOW RATE QUIRED Jt€fiNG LN.cATALLAT iN 1NAL r 1LflUNTINSI INMLLAIM 7AMt, Q REOk.M.aEM ALIERNAM 7ti�[ lye /1 / TTai2IDA BUILDING CODE ( h Yelac ' tww4u Cann Zone .. tans R GRA AAW. 20 GATE OLYAHM M M $TOM PAiIF[. Ffi� IL ECollmc.\ fflm raannt PY PROTEECCTION PROI'ti1C'I'S, LLG. G'/"''A r Gan rtiww YArvawL mwr R1+ 15-W2T lff tNsNfI-jNls, FAX-{isat9-aaN7 �e r. •. �-aGcssrN � A3 wG.it`A x a'rrs"aei ,,.a,s s - - to aF 24 « }M 1 �x,_"�TI � �; !i# .. 111 a-..,L. #i�, '".ia.► / CAW K.VA NMI THICK N` AS4M A-tFS.i C- W GALV. 48$ �D a a �a as as +r I .7 :o55' (TYP-) I -,750` STLIP RAIL iI` LONG 6OP3-T5 AIIUHI. ALLOT" Co=fJ olfSEPARATION af t - +aN.A -7" TO' LESS 2 9/11C BOLEEG * V 2', 3, 1'W, YW a 3'b +40,U. -•751 TOT OR LESS 2 7/0, BOLTED ' 4• ! 4'W * BDLTEa W 1 +'WBM101T L M * 01INGNUT AT aVW4AP Ac 4OX OF PEEL. LENGTH WAR. ;rxo*oictxj. Awm, ANGLE 41•iF. L •, r r, ,'a .:Y " •11+�.:, ;,a; '.+MI r...... f.: '-.saaWAIL �L .. PRESSURE 4} womb" ANom BPNOMIC FOR L M _ 3 1�" *� ANY � OF THETA VNEL MAX" 3 _ CAUK-N pAgam TE FEMALE a PAF�Aii PLLCS - TO CONCRETE fj=IV E TO CGNr�E mCONCREFEulacK'... 10 WFICAEiE �IorAe TO CONRETECONCA iC 12` N/A 12" N/A 12' N/A 12' N/A Vat 2' {FOR+) DONS + - 12` 3• 12" S' Is. 6" B" B` 1° BC'Tommm) " OR LL'SS N/A N/A N/A WA N/A N/A.. -12 1/2' .-.. 11`-. TI, --75:3 R/A-.... B I . -.. N/A 4 1/2• N/A 4 I/e N/A 3" (TOP)_ 12` W/A 12' N/A -- 8 1/2' - N/A S 1/i N/A x (Bormm) 12' N/A Ir N/A T2` N/A 12` N/A 4' (TAP) 12' B' 12` 9 1/2'.- I2' #� LIMITED TO Bea Pa.A.S,a. O£Slpt Po41NHGc.. A SEE S HEST 26 NOR ANCOM TIM A SPACING FOR NMJMM wo6 MOOD FRAME BUILCM MINIM MOM WPAI*IGB AID MNtlNNA WX WI NNE ARC KWA7kL ON THIS SCHEDULE. FOR E6. I= 11 W.... 9A11CAM ON SCHEDOIr REDUCE AAICNDR SPACING BY WAYIPLYNG fiPA4R1 OHCIYN oN STA♦ax" BY "TIE FCH 004 FArCH9m FM INNS OPEN To BE Fes". a1BlF. 1�'/ULEo 711BfiY= Its iAfWCR SHALL FICT BE LESS TBAN HORMRNA ' 9NIGi`Ja1F� 1 EACH... ANC TYPE AT ANCHORS 1j4i 1j4'a ,j4's 1/4's � ,I t5�ut-n LW. ANCHYYIlACifbx 3 3 3 -4 1/R IEpaLilOrAaPCC CatlariMa 6NJ 3 3 3 s TALKS 6annlNb OaNta (W 3 3 4/4 3 1/R + ACIAAL. Et.'I. 01M De H FACTOR 1t - _ - 2 I 3 t - HAG - HAG Q;z + CE'. S MML MSLV BETWEEN 801I OIA OF" PAMmet 70 SE: 1/Y, 1 L "'I + H€CMNffi'3 mm OIS mm 13EI BOTTOM OF PAII I AND TO B€: 3/He•, Mox. FLO M4 M"t1IAIG CAPE 2'a RE Efl{-10 P"a O 8 i/4' O, AT MIDWOTH WALL MOM ffiffALlABON[ t rcM&M aAW O KGULAR PANEL SIALC 3/8-1" 1, NST91ATONS ARE ONLY VAUD FOR BULO GS Will A,S.D. DESION LOADS UP TO +r55.S, - 724 PSF AND PANELS LENGTH UP TO $"==8*_ 2, FOR NEW WOOD FRALIE CONSFIRUCTM: WOOD MEMBERS TO BE SOMBIN. FINE NO. 2. W/ SP€QFIC TENSITY OF GAS OR EQUAL F` Dec GFP I '�tiPl A:l Yj oR wo .Q SMION A --A SCALE. 3133• + 1' (1), DFETNITION_OF SEI.IES-2C�}C_- E -- 3 hANG STOSJ PANEL 14VS O CONSISTING OF PANEL + Cwt TRACKS TOP & BOTTOM, (2). 00 PANEU SHALL ALWAYS 5E CONNECTED TO HOTF= t TRACK OTHERWISE A STOP BAR (8j SVSLI, BE PROVIDED AT TOP OF SUCH FAdiEEL5- (3). IF END PANELS ARE CONNECTED TO 9ETFT`OJ TRAZX. CONNECTION SLOLL CAST OF 1/4 f=20x3/4* M,S. W 7 6'Ax3/32- WINGiWff OR i/4*#x3/4' Win. TI'-WMSSCREW N1"ITD TAPP€13 BfJ; {IIA� L:ATK-kN# OF FASTINM AiAY EITH ER HER TWO E7€I ETi!i "' FLAT FLANGES OF END PANEL.. (#)` IN CASE THATBAR is ONLYGATT TOE LEAST *0 PANES MA&LL.ARE NOT CONNECTED To at 50TTCO TRACK 1<I TRACK USING >�ATDT ON NOTE (3) ADCVE� IN SUCH CASE. CONNECTION OF PADS TO WnOM, TRACK MAY OCCUR AT ANY PAN€€- LOCATION. (5). SEE SECTION 1', T & e ON SHEET 24. SEE ANCHOR S:WEMKE ON SET 25 >T1f IFLCW+1) 1��=a i�tNNNk'ORa'. , Y INL�n � I6L5 2 9/15'-Min. TO Gumt { t 4•••.2TA.S #-" GiJSa. _ ' IT`.+ac 1wm 6 VAERY EVERY OXRUP _ i ALCI e PN Loll ' .. .4A 61 "r �`I�rrrHa»�eBAIrNUNta®H�t��rtr�PPNANNtAMNNM9INaNI�M• _-__ _-_ �.-......_.� �,......�....�.-.��a...,>_�e_r:,rraYYe;s t�!•1r•S�lillrll 60 & ILI NOTE E 2, 3 4 BELOW r- a•. r Gar, -�ILIL '^'�, ', � ► N :« i 4 i1E = a .!. _ s s a! Mr � . 15. ik F„ e N s • a y .a. asa N• i. �' SAC -FAIT PANELS (" 111NETT & RIGHT SIDE OF RJESIOR PANEL) HAVE TAIL RETALNEi7 By A+r iitWXW 8ddtdli G Cwlf (High VoIBcrty N�rriccrre _ 7�a€� 9s2 TS TAB Ac E-T HANG. STORM PANEL SYSTEM TR Lin aut GALYAInt o AE4 SIGN PAW* ;JLL Domm W, 1�' '', A r • ,,��_ f " ' �'' iN «° i t C Apr �`yV"•^ I�TFtIINIL YIIN�li A [ t[�< # 4 'tea, ii► F N C, 4= &w- $1 SPRff - ifY FY »' AIL t°YNYl3as41fY' oWNE AIL ( rasp Mk aeac a,. as raone ow�wad4 WL atie Itta4--aa4A Fra: 4:t4)4NA-Bx7 MWIY: Aa'O-SANK' . fav 1 palo BfS..A&3Y VNIAlf A 191$7,fil, ALL' , nA wawmei - + _ bath€ 23 (f 2b TO GL4664. a t'1 a `I'OVEPW- i /tom /�• G I jj WA - allwn.tO,H�ii � t�%� _ I�1� • � « 1/40 LAG•eOc. W/ 11/2' tOr. - TG MKS MAS We HEAO9, eanL `U KFPr F 12 12 DLO, fitCent, A14-1' s1A,s. a me OF } i 4ETAIL 1/24 J Li WJN{+C`P-LAi 0t2YLCS..% N/ i/Ir*l 2.• 1jil2' SCREn s* ac, w 2L O Hb CATIt OF PATE ,AT OR ON EDGE B HL. aff MOUNTING ALTFBNATIME a SCALE FLORIDA BUILDING CODE (NTah VaLacHt,« HurricaT E; z um c"IO2Le pm MINIAUM EM c" TAPC#1 AI4CLi4'MLS AND PANElJMAT€ FEMALE 0 L4 PAN HA•lii PLUS INTO OONHCTi£TE 1. E Z HAND STORM PANEL SHOWN ON T1 PH1C111UCT EVALUAT L coctanDa (P,E„O,) HAS BEEN MERIiIM FOR COMPLIANCE IN GLOM SHALL. BE 1 I/4'= GLOM ACCORDANCE WITH THE 2014 EDITION OF TESFLORIDASIG CODE. DESIGNS WINK BADS SHALL 1 DIETERM AS PER SECTION 1520OF THE A MENTIM€D CODE.8.2) MRN#AtMi fMT�iihi�lT' t� 9/4"s X 7(8" ,L CAL ll SHE IS 3//8' INTO CONCRETE— No INTO ANY FINISH 9AL.k_ BE €fly- FOR A WIND SPEED AS TWA ETY 7N SHARTERS W1U. NNSTALLEB AHI} FOR D1FIF RDFiAkTY FACTOR Kd=iH.4 us1N AscE -1D F T 1STA1 LATKINPa tlL tt 2D14 Fac SHtALL -EMT . FINISH MATE1 DOSr) TO 1; x~ s-xa ss Ewuyc €rs tss st E I� Et cH{ SHOUID NOT EXCEED THE MAXIMUMjA,S,D.) DESIGN PRESSURE RKTIdG9 INDICATED ON SHEETS 25 & 26.3/4" INTO ANCNHdYR3. - IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DE'S1i,N WIFE) LOAM ODE'EtAR" PER ASC€ 7-1..0 � SH LL BE FAT R� TO A,S.D_ DESIGN WIND LCADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO CONCRETE TE PANELS BE FOUM 4 D THE DUSTING WALL" 8.3) IN CASE THAT PRECAST STONE OR PTO REACH SHALL LONG ENd1JDH TO 1'iFAi:H THE, MAIN STRUCTURE IMiD SLRA4 PANELS. AtICH1Ol'BADE, TO COMPARE TOM W/ VAX, (AS"D) DES" PRESS RATINGS INDICATED ON SHEETS 25 & 28. SHALL BE AS MOMOUTED I4 &I) AND IN 8.2). IN ORDER TC1 vEWY THAT cumPONWM AND ANC;ROAS ON '00 P.E.O. AS TEu'i'ESe. WEM NOT OVER QED. A 3 Z IN AS'E EN &IOWAABLE STRess FOR IMND LOADS W S &M USIED IN IMR ANALYSIS. Fi4 ENERS SPACING TO (FOOD. HAS BEEN - �C)' ACHOBS _ SHALL F INSTALLED ALL OF THE '.._ _ T'K#N�a AND 53�€CIF'�S OF THE AT `S DETERMINED IN WITH ",S, 2012. WNA1TtFPICTUR€R, STORM PANEL`S ADEQUACY. FOR IMPACT AND FATIL,'L. IE RE$1STAN I'IA5 BEEN V€iBFNEO IN AOCORffAidC€ WTDN SECTION 1626 9F 11, IT 554A i € ' THE RESPD UTY OF THECONTRACTOR TO VEMY THE SOUNMIESS OF THE SmucTU3 t 'SHUTTER THE ABOVE MENTIONED CODE. AS f FENESTRATION T1 11NG LA1 mAmRY, m REKW # 203Z AS PROT`OCOiS TAS-2D1, IS TO BE ATTACHED TO INSURE PROPER MC140PAGL THIS _SHUTTER SHALL ONLY 9E ATTACHED TO C LOOK TAS-202 AND TAS,-203, OR WOOD TRAIAE OU NGS. 2, THIS SYSTEM HAS BEEN DFSICNED TO INSTALLED ON THE DIfT:2DE OF THE OIaEfL1NO - i, OPENING FROM THE INSIDE W/O VE USE OF A lADC0 AIR UPt. TEAS APPUCATM IS VALID WHEN INSTALLATIO"1 IS INTENDED TO PERFORM i .. 12. THE; INSTALLATION COi�ii'R++1OTiAR 6 To SEAL/CAULK AIJL ?;HUTTE6' COMPO ENT E WHICH REtsiHNf IN CONTINOO[is CONTACT WITH THE iT UING TO PREVE7IF°%RAIN INTTRUSUN. CAULK A14D SEAL SRUITTER TRACKS ALL AROUND FULL FROM THE INSIDE OF STRUCTURE. LEN:GTN- & SERIES 1000 iNSTALLATION IS APPLICALS TO SINE AND ' NOW STYLE MMWS WA 04 INSTALLATION IS REQUIRED TO. 9F 13. STORM PANEL INSTALLATION,� C(L4APLY WYrIN C 'iITD 44 THIS IiR its .US iViY F.bRiG 1�1D ZONING PERFORMED FROM THE INSIDE OF STRUCTURE. PROV1DEa1 B'T THtE JAICTN3NL MERE PERMIT LS APPtIf±15 iCL, PROVIDED 4, 2000 INSTALLATION IS APPRNCGAB."E TO SINGLE AND DOUBLE MMD AM HDRLZONTAL SUOM STYLE WINDOWS WHEN - 14. ATRIUML WINDOWS AND COORS, INC. E -. Z HANG STORM PANEL 5YST;�ri"" 15 PATENT TAB. INSTALLATION L5 ROUND TO PERFORMED FROG! THE OF STRUCTURE, S. ALL ALUMINUM EItH'RILS(ON a TO IU63�-T6 ALLOY NO 'tE'ti LDt. (tTN1LES`S OTHER51rt NOTED) _ INFORMATION (.) THIS PST EVAf.UTION DOCUMENT (P.Lo.) PREPARED BY THIS ENGINEER 6 GENERIC #0 DOES NOT PROVIDE INFORMATION FOR A SITE SPEtCIFLC PROJECT. Ls. WHEN TH€ S1TE CLAN [SATE F THE P.€.D< 8. ALL. ALUMINUM SHEET METAL USED AT CLOSURES $HALL. HAVE 3105-H14 ALLOY, (La) TO BE RESIPONSIBLE FOR THE SELECTION, - F AND INSTALLATION INCLOGING LIFE SAFETY OF ''..... 7, ALL, STEEL SET METAL, PANELS SHALL HAVE STRUCTURAL OUAUlY STEEL, ASTM A•-853 GRAIDE 50 Mim- GALYAN M STEEL THIS -.. T - ". OIL "THIS P.E.D. PROAAO'ED HE/SHE DOES NOT 'SREDEVIATE FROM T1y- C9DNDfT••LHTNHa. DETAILED ON Tt D OMENT. TM SAFETY Al' SITE IS THE CONTRACTOR'S Ftly`,SFQN . DESIGNATION W'F} 58.5 1®I (A€i"Eii RDt.L,EDj. . 8. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AISt SERIES OR - RESISTANT' COATED CARBON STEEL. AS 1 CNN (c) THIS PRODUCT EVALUATION DOCUMENT WILL CONSIDERED ITV IF MODEM SWT8 W/ 50 W YIET.D STRENGTH Me go ka1 TENSILE STIRENGIIH & SH•ALL. COMPLY W/ FLORIDA BUILDING CODE SWIM 2411Z,3,4. 511E SPECIFIC PROJECTS SrI1kL1, BE PREPARED BY A FLORIDA REGISTERED EFI09IEER OR ARCHITECT wH1K1}N WILL 9, BOLTS To BE ASTM A-3Tj7 GALVANIZED STEM... AM3O+F SERFS STAINIk'"SS STEEL, WITH 36 Nni MINIMUM Y1ELA STt2EFIGTNN. -(11) THE ENGINEER OF RECORD O.FT,) FOR THE PROJECT AND WHO WILL i RESPONSIBLE FOR THE PROPER USE OF THE P,M ENGINEER OF . ACTINC AS A DELEGATED ENGINEER TD THE P. . D LEE% SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRM01ANGS FOR M41EOL, 10To WALL SIAAI„L BE AS FOLLOWS: (A) M-wlZaUtI3 I (e) THIS P.E.D. SHALL SEAR THE DATE AND ORIGINAL SEAL AND s1O,NATUFE OF THE PROFESSIONAL ENGRNEER OF - 1/4'G CON majoR5 AS hW4UFACTUfET1 BY I.T.W_ BILDEX HNC. (MIN. fG 31Pi p4l) RE i `'THAT PREPARED W. - 14* 0 P7/8 CALK. -IN ANONO4S, AS MA ACTUREO BY POWERS FASTENERS M. (MAN, Y-O".L.) ANELMoklt FEMME 10 & PAIE3.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO UCTIONi PRODUCTS. 16. STORM PANEL. MANUFACTURER'S LABEL- SHALL 1 LOCATED ON A READILY VME LOCATION AT STORM PANEL IN ACCORDANCEWITH SECTION 1 j'T0,8.3 OF FLOI NCVe ROW_DAHC COTE. ONE SNAL.L BE PLA.OE6 FOR E3£ETFi' OPENANG. (1`0 335Q P.B.I.) - - LAE>ajW- To COMPLY WFM SECT ON 1'71U.11,2 OF THE FLORIDA BUILDINGCOT.'E. A;.4) MINIMUM E TALI A CHORS INTO POUR€ffi"Y CONCRM SHALL. BE 1 3/4' AHD 2' FOR PANT ,TE FVAAi:E ID & PANE.UMATE PLUS. A2) MINLMLaA EM DMENT- ` 1/4 0 X 7/87 CALK -IT ANCHORS SHALL- BE IS 7/8` INTO CONCRETE. NO -_ INTO ANY FINISH taMA'IERIAL SHALL BE PERMED. 1 /4` 0-20 S5 54DE " WL.TS USED SHALL.. BE LONG EN+tOUGH(SNO ULD ANY FINISH MA EWL DOS'Cj TO €i1GAG€ 3/A�` INTO ANCHORS. A.3) IN C" THAT PAECAST STOW- PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON -rrff EXSTING WALL OR FLOM ANCHORS SHAUL, BE LONG DOM TO REAM THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE EIE AS MAD IN A.1) AND IN A2)L (B) Tt E1BSTINc HILDF W ''• ,, < ;... ftCiJttt7A BUILDINGM (i[ ViloeaF liwltrxrNe Zwre - 'TAPCON ANCHORS AS MANIUFAC11URED TTY T.T.W. BUXOEX, ING, 1/4` A Y 7/8* CALK -AN ANCHM, AS MANUFACTURED By POWERS FASTENERS INC. (CM-1500 p,B-L) ' so NO. f�' Owl$ T1pHt3O Aaa E-Z Hf�[lS S1t�ll PfAN SY�STENI caai eALV+N�a gym. I - T�L ° 14--10 PANElMATE FINALE IG AND FANS MAT€ PLUS ANCHORS, AS MANUFACTURED BY CLOD CO1STRtC`r*N :' % (F 1 2D71 p 1.1.) PRODUCTS6 w a .... A ATRIUM VA06 S 11�F# DOORS NP r'rr x r,..R IE ffiOrYI I we CONCRETE BLGue Aar oT N4WIB. + E CFO AAaH�zs st�HAr na1 lNiEfT RAG. KNIT • owmx N to �• N 2' O Q Q � N CZ t6 O o L..i - _0 L v, L 0- VJ cnf� CIO O Q 0 O v! LLI z z Q J SHEET NO. IS H 13. GENERAL NOTES no (c) m D=m lI am . c � T t. STORM F1Y1EL SHOWN ON THIS taRODUCT E't�LHATTCIt [1G1CL�tERNT (P.M) HAS BEEN VERiF'EO FOR COMPLIANCE 444 ACCORDANCE - 1 * o TAPCON, ANCHORS. AS MANUFACTURED LTA I.T.W. LDESt. INC. 11M, TWIRL THE 21114 (5tl1 EDlTNON) OF THE FI,OI6OA BUILDING CODE. THIS STORM PANEL SWML NOT BE INSTALLED AT HIGH -_ A4-•ilk PALNELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY am CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONES (MIAAA-OADE / SMART COUNTIES). LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL BE DETERliffNED AS PER SECTION ISM OF THE ABOVE. MENTIONED CODE. FOR A BASIC MIND -" 7/t8 o x 5/r WOOD BUSHING, AS OISTREUTED BY ALL POINT SCREW, 6q,T & 5'J'I~:CIALTY CO. SFF:T_:D AS WGG1RE➢ BY THE JURISDICTION WHERE STORMPANEL WILL BE INSTAILED, AND FOR A DIRECTIONALITY INNA9TYFA£TOR KD-O.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS $HALL BE 1 1/2' AND 2' FOR ELCO PANELMATE PLUS 3 0 THRU 12 & 1 1a. 7 AND FEMALE ID , IN TO VMRY„THE ABOVE CONDITION ULTIMATE DESIGN WIND L DETERMINED ' 7-10 ORpER OAKS DETERMIN PER ASCE SHALL BE FIRST' REDUCED TO AS,D.:D>ESIGN PRESSURE RATING SY �MU.TIPLYIIG THEM BY 0.8 NN ORDER TO COMPARE.' THESE W/ MAX. (A.S.D,) C.2) 1MIFLMUM THREADED PENETRATION OF .AG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED . DEAN PRESSURE RATINGS 44DIC„4TED ON SHEETS 3. 9 THRU T2 &1?, ta. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THE P„ Jk AS 1ESTE d WERE Wr OVER STRESSED, A 33X IW.REASE IN ALLOWABLE STRESS Ftlt WIND LADS - I: TTEikR ANN_YStS. WOOD HAS BE3WET DETERMINED IN WAS USED FALSTEA�RS TO C.3 MINIMUM EDG'E'. DISTANCE OF LAIC '"at.tiEWSf INTO WOOD $HALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH WO.S.. 2012" STORM PANEL'S ' IMPACT AND WIND RESISTANCE BEEN IN ACCORDANCE 1 STO ADEOLLAOI' f'OR HAS VF3INFlETA DE WTn1 SECTION 14F09. 2 OF MNNIMM ENETPJGIrO 5 1 1 MINI C.4 PENETRATION OF WOOD 9G1S1MI1G SWUM BE a'. t 4' A-2O SCREWS USED SHALL $E 2 L� MUM ) A° / / THE ABOVE MENTIONED CODE AS PER AiMEI M! TEST' LA& FLORIDA REPORTS I844.01-ITOl AHD J0219.02"�t79. AS : LD '.. - MI MINM1 FOR WALE WITH NO STUCDCL St•Kxi STNACCO EXIST, AND t 1Z3.O1 1 AS PER PER 12-99 E �S AND FLORIDA 1I - - O S01 Rk 3 P 330-02 STANDARDS. AMDONS�C TESTING D I ACCORDANCE TAS-201 Pt'Lt TAS-203 PROTOCOLS. AND AS PER C.ALCULATTONS' PERFORMED W. Wf � ILIA OF THE C=5} IN CASE THAT iC=A",'.T afiONE, OR 1]REC.A,T CONCRETE PANELS" ST4iC,C0 OR WOOD 8OARO5 BE FOUND ON THE FY85'TING FLORIDA BUILDING CODE. WALL, ANCHORS SHALL BE LAW ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN CA), C«2) do CA) 2, AL A UWM EXTRUSIONS TO BE WOO --TO ALLOY AND TOM70L (UNLESS OTHERWISE NOTED), SEE". SVEIET 2 (D) ANCHORS SNAIL. BE INSTALLED LING ALL OF THE RECOMIM,471ONS AND 5PEgFTCAnaNs OF THE A9NGHiCIR"S MANUFACTURER. 3. Ad1. ALUMINUM SHEET METAL USED AL CLOSURES SWILL HAVE 31015-HT4 ALLOY• a, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. AL STEEP. Si�IEET META. PANELS SHALL HAVE STRUCTURAL QUALITY S'nM- ASTM A-653 GRADE OO MINIMUM. 0-60 GAiANTZED THROUGH 5) F.1CCEPT THAT HF.ADMSO &(D SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 Lai (AFTER ROLLED). 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERSIFY THE S"RIHI OF THE STRUCTURE WHERE SHUTTER 6 TO 9E 5, ALL SCREWS TO BE STAINLESS STEEL.. 304 OR 316 AST OR CORROSION RES'WANT GATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTT'E]R SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BGILDI GS, 50018 W/ 56 Ire YIELD STRONGRI AND 90 W TENSILE STRENGTH AID SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 r.3.3,4. 90" ' S 6 AND ALTERNATIVES 1W# LOOT d'c 4W OHN t GU OTHS C7WER AS PER SECTIONS 1 4 , O EACH LIAR STORM PANEL: WITH LEN . 2• , A LEOtEI.E AND Y 415EBtE MVLLRJOIK; INSTRUCTING OWTRER°OR TENANT TO SHEETS 4 $ h 7 �SPECFThAEi.Y• SHALL F40.VE READILY 8. OOLTS TO BE ASTMt A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WOH 35 L'e MINIMUM YRELA STRENGTH, SECURE PANELS WITH A'puGABLE 7TEINFDRCE7MENT CGRiI4G PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: it, THE INSTALLATION CONiE'RAC'M IS TO SFAL/CADLK Ail SHUTTER T F3TDE'S WHICH REMAIN IN CONTINUOUS CONTACT WITH THE EtIML.€kT TO PREVENT' W1ND/RAIN INTRUSION.. (A} TO F1nSTIRG POUREDt^..ivx•Jxc•, •- t/4it TAPCON ANC34M AS MANUF"AC URI D BY Y.T.W. (Me, ro-3192 pad.) 12. SPORM PANEL INSTALLATION SFLALL COMPLY WITH SPECS INDICATED IN DRAWING PLUS ANY BUILDING AND ZONING REOULATiONS - 1/4' 0 X 7/8` C IX-4N ANCHORS; A5 MANUFACTURED BY POWERS FASTENERS INC, PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 4'6 x . 1 3 4" 5 1 AS B1 AL Pdli SCREW FTtXT do SPECIALTY GO ANCI'1ORS, , -) DINT. fr+LOCI p,s,r. 13. o THIS T EYALdAATTCX'R ¢.E$, PREPARED BY THE ENGINEERENGINEERi5 GENERIC AND DOES NOT PROVIDE r NFOI6tAT1ON - J14-10 PAEI.MATE FEMALE D do PALMATE PUS AS MANUFACTURED D BY ELCRI CONSTIRUCTION PRODUCTS. FOR A $ITE SPECIFIC PROJECT, Le. WERE THE SITE CONDITIONS DEVIATE FROM THE PZ,& - 1/4'0 LAW NA.IN ANCHORS, AS M06KWAMRED BY POWERS FASTENERS, INC. (b) CONTRACTOR TO BE RESFIGNSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLMNG LIFE SAFETY OF THIS PR LPL' AI) MROM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 4/4":, 2' FOR ELCO PANE2MtATE AND BASED ON THIS PX.JX PROVIDED HE/SHE DOES NOT DEWATE FROM THE YDLTTDNS `OETAR�D ON THIS DOCUMENT . CONSTRUCTION SAFETY AT WE THE CONTRACTOR'S RES`PONSIBIITY, FOR 1 3/4' R ANCHORS. (c) THIS EVALUATION DOCUMENT WILL BE CONSIDERED INVAJD IF M OOIFIEM A2) CALL--IR '--ITTANCHORS SHALL BE EMBEDDED 7/0" INTO THE POURED ITT"". W EMBEDMENT INTO STUCCO SHALL HE PERMITTED. 1/4• 0-20 SCREWS USED SHAU_ BE 1 1/2" LUNG MINIMUM SHOULD STUCCO Dog, (I„i) SITE SPECIFIC PRr7JECT5 S1AtL 1E I' FARED BY A FLORIDA RKWERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' &W41 MUM FOR WALLS WITH NO STUCCO, AM MAY BE HEADED SCREWS OR ALL THREADED SGRENS W/C, HEAD, ENGINEER OF RECORD (E.O,R.) FOR THE PROACf AAA WHO WILL BE RESPONSIBLE FOR THE WITH WING NUTS, OF RECORD. AL"nNG S A TED ENGINEER TO THE PROPER USE OF THE P.E& ENGINEER R . AS f I EGaI NG THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. PEAL E SWU.L SLI7�.Nt' T1} DER, A,3 Id CASE THAT PRECAST 5°T P PA - OR WOOD BOARDS �' FT>I:INO ON THE DOSTING WALL IR2 Fes, 94CHORS SHALL [SING MUDk TO REACH THE MAIN STRUCTURE 9"WO SUCH PA T,3= (e) TINS PXA SHALL BEAR THE WE AND ORIGINAL SEAL AND TURF OF THE PRMMNAL ANCHORAGE SHALL BE AS MENTIONED IN A.I) AND IN A21 ENGINEER OF RECORD THAT PREPARED IT, (9) 70 Dam= {)LN N1c1F RLCStlC 'Wu AS1M cr9D 14. SHUTTER MAMUDOUREn LABEL SHALL BE LOCA70 014 A iEADLY VISO WMM R S14RLM - t/4 ♦ TAPCtMI AM'7£HORS AS MtIANUFAC'I'URDi 8Y I. T. W. OVUM INC. PANEL. � IN ACDORDIANDE LLIILM ITGI 17IOA2 OF E8NAVA, BUIlIDIN6 CODE. LINE 1ABE SFDI[.L I P E'4EiCl OPE71IiB. lA8E�.1NG TO MXSMi>LY TITfH SECi'IWI itiO.Bi OF THE - 1/4!' 4 x 7/8' CAY-14 ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. DINID RAfamA BiI.D.LG COOL - 1/4"0 X 3/4• SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, BOLT a SPECIALTY CO. - 114-10 PANELMWT£ FEMALE LID AND PAMEUVVDE !PLUS ANCHORS, AS MANUFACTURED BY EILCO OONS'IRU£TION PRODUCTS, - 1/4' 0 ZAMAC NALLN MANUFACTURED BY F INC. / ANCHORS, AS POWERS FASTENERS. 0.1) MINIMUM EMBEDMENT OF TAPCCNV ANCHI ELCO PANSAATEE AND ZAMkC NAILAN ANCHOR, INTO, THE CONCRETE <� FLORIDA BUILDING CODE Non H1 h votooft HUNYTeano zons) MOM UNIT SHALL BE 11/4.. d,1YR1s TA113x1', ac FJL4 f` 24 QAM CALVMZM STEEL STf0 PANEL 6.2) CA.K-114 A SOLID -SET ANCHORS A L BE EMSEDDEIO 7/a' PRO THE CONCRETE BLOCK UNIT. NO EM8EDMENT INTO DRAWN w - STUCCO SHALL aE PERMTTED. It/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOT D STUCCO EXIST I! L'. � � PROTECTIONPROTECTIONPRODCNCTS. LNG. OA1E I AND I' MINIMUM FOR WALLS WIN NO STUCCO. "` INC• IRSIN NO COM ANr UAW- -D T9:7A�A9sIr. 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS B FOUND ON THE agYs n_ 'a. � L[7.�' .«• R(r :,Y.11 role, a-axxa. Axe a pep,P]=Cea1 � {Lsl v-'ate: F,r,+t {arxpL�-eoN17 15-0 22 EXISTINC iMu.tp ANCHORS SHALL BE LMLHKN ENI,1Ltr#i TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, M040RAM SWILL. BE AS MENTME'D IN 8.1) AND IN 8.2)" - ellyy _,L T[u1:e P sesGEla , OF t9. E-Z HANGT PANEL SYSTEMS fSCALE 1/2-1 ) 1S.125' (TOTAL :SWUTH)- .2..187" - Y2MO' (EFTECTIVE MI :793' Sr1'4 it°'7w, SS STUD Arym fP, =- _3€ .17 ^ $ o 1/4 .%R6' OM' C. a 1J2" 1 ` 0.CYw4" WIN, TNCNC 6•� x. i � 3.375' GALNA1w2Et71 STEEL As%M AaTYP 00 m zooct' :RI64" i, t I � 1 N91at,MAM [ 5 .mil" F.s25 ^ ra-69 GALV, r 4ar: D84" f. xila =125 �'w'T' 3i5 ft PAN PAaLs SHALL BE IWANLIm eLYrxrs FROM LEFT TO RIGHT W/ 112' LEG AT €10 AT LEFT SIDE OF PAPAL . HIE/LC1!2 "'"` TRAL'YC A►NGi.E Ifni' T'II[i top a`xR' PAIY$L Ei>i 0 70' GAPAHBL 1.YUiEZED S"TET.T, • ' 200 4.625 0 .. .250' 1 7' 9,625' ROUNDED CORNER o ENDSOf PANELS ` s i END UP W:. HEMMED EDGE. 1 . , ` (1F-T.5) .375" ' TIP. 90Titm MAIL j _ - OF PANEL. Eftli .1557' ., � KEY HOLE r4SHF� 3.350 .D72" .. (•7 3sD;.'-H1s4 A.L., ALLOY �6 ,KEY H€3�..E Ai IILHE. 2.1 4' .091» .813' 126* 4.25ir w F , ,193 .ISO". Y ,05p0 fI ER �� j61L � - C•-----�-�=..=t mom, TflSt 5` Mez Me aM _ _-_ •-__-_ MSc -TB # --_ -� E'Il1�Ii(s'ER,. 3.SXIO rY.dilY A "" : • c _ ' 50' �""""".� 0H2". ,-:.:.: {U..E ONLY FOR � 2 Fi+NNG STORM PANEL it*2i' - - : 3- ALUM, ALLOY 1. 1.T25' 2.r1K70 1U00 * .723' SIR, -•- (�). 1.21d1"L 'KILN„ .2a4{ - $t1llI7-E3UT "F" FLEE [ltlf `TRACK i wAsHEmp WlNONLr BACK ANGLE I;T rG 3 ALI 4EDGE I DEFfYI. A Mi--r= Y..i..:'w wE -i rw:r wt•-,M a e # � i;w#. s # r y w L •# n , a ai +.: .._ =a - as I. �� .] :aa. #. �� A R# M^<# # w'4# - el .a :ai ',af a i-.s .e .. • , •. - ', , i•e3i k ::. w w= � � r I f 1•IR- J' Y' r Lam® � LLLQ %f/%/ � � {t+ � 4 •! t a , ��,-ia�� , } E ( ON STIEET 3) L --- 9A •- 12a 2 a / f sa E.D. •let DISTANCENOTE FOR A.TN.. CIF` '.. LR45; (SEE SCHEDULE ON TOP & BOICIOM MOUNTINGS CAN BE SHEETS 9 dL 10) COMBINED IN ANY WAY TO SUM" ANY INSTALLATION, 4'x6' MI6.) e70STING W7XLD BEAM STRUCTUIUE- ADEQUACY OF 06PM WOOD BEAM TO 6E CERTIFIED BY REGISTOWD ENGINEER OR ARCHITECT PRIOR TO SHUTTER WSTA IATTON. in. SFFARPYTION t "L' Akou T4 CYA55. I PANEL LENCTTI SEE St:HE1XIL.E I ON SHEEP 3) i (ON ) AFiCFi RXANCfVTE •,,y 1 (SEE SCHEDULE ON' SHEETS 9 17IRUUG1t 10} %g. I ONLY WHEN SOUR S'I 0"-IN ANCHORS ARE USED # W/62IWHB" CONIC ATE OR BLOCK AREURLD PANUSED, AN REa1ARCCI. ARE USED. WALL MOUHBNG zoom SLUE 3/6w1• y FLORIDA BUILDING CODE (Mn NTC a -I VW3111141 ago] �7 -r i �:.: R 1 •it � ld •W FNN:rSriNN.MI�I 1 €.-- .• (Y%F r 1 GO 1I 1. T^:"III�Ai I r : 1 1 . o Y tIl ILPS , , of a. 1 1 '% MAX. 1 F'NEL LENGTH I jSEE SCIREDUL.E 1 i off SHEET 3} I I I I OF 'L' L 4 N wX I a 12 1/2' 04 NO i ALLL:GMAER , WO0SHEET 11 ANf3•WR5 DECK R£OILLtEO t11 11E ON 2' M5n= CEILING AND FIMR MOUNTING tt rErlr(MrrLUE 3W SCJN.E 3/8�7' NOI ILL}TE I�(%$.,.�c'LTi�T�'N 'SIECxTII15: '.' 1. INSALLATTONN ARE ONLY VA{LpID.�.FOTR MAX, A,S_D, SR(;N . TOP & BOTTOM t�UNTiNGS CAN BEPRESSURE RATW {p.s.f) AND PANEL LENNCTFHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE, No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.. a, • a ;1. a x OF 'L• iYON 3;111 �1f[I e,1 BUILD -OUT MOUNTING SCA.E 3i$.I" ".'W 711 +mrs >xTaca 41 24 "M GALVANIZED STEEL STORMPANEL FAL OMAN am �w. �\ k] }('•. /arc , y''t(^ ^ J L E C V IITC.. y 541„/ i/.iAT 1L4TAW A, ANB�MS L'OB?NYC ,iY FCC„WWI#i7A ,,• G � A'.'.`. 4sp" . . GLOBAL P'ROTIECMN PRODUCTS. #A6pO S,1C. 4, SCIWE; (MM7E. R.. 33M,• LNGaNI furQmn-16Rs Fire E #)eeo a7eT 15-022 �" _ '" OFAWNZINN A%M MR ,q4�.. allellex a6 �' ss'°� �... W%EkT 7 OF is 19MAiR A 7iF1AF 4t P.E AAA N SEE SCHEDULE ON SHEET 3) fir•. # # •tx1 'S ta, ki Y`e 'a e X +R aa1. I Y wG It x r A •a= •ai . R wi t'i E D. EDIT DMSIAINCE NOTE F(i BINK TON Elf SECTIONS: (SEE SCHEDULE ON TOP& BOTTOM MM0UINTNG CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. L Lk- FAE'L LENGTH (SEE SCHWAIE aN SW -LT 3) OR VAINEs ABC 5' Mu L / . T -._ M. n. iNUriFi''0 ATE, - 1 1 $ 6LaL1L AR "Tie{' YNOD 1'NAIE P{SNkREL} / 2 7 2` l7EGGltliE7d OONCACM BLOCK AM4210R 4 14" itA`., ff ward" YIOGtO F14GE CFR M4. v v = 1 3 1' ANCHOR A9M O f2" ILO. I 2" x 4' x 056' i0 5' MI OX L $" VARIES 2-1 AALLMx,, �•-- 3105--Hi54 SKEET MIETALALLOL SENT PNJITE /'�� 39t'F63-14 AkWM" 2 1%F' T-' I/, CONT.ALGW« AH191.E. _ i rMM rx.. Mast, GA° �105•-04 OR E063-19 ALLLfk" W/AK*NJT Gard. Aim m. A49LE } w .a =• # n ...AL a i- s x: - 1 �•Y, CASE A PLAN) SSE R PLAN' !' E G(P(PLAN) SCALE 1/4--1' SCALE 1/4'-1' SCA"F 1/4"-1' PGA ('�' C�1€ bEACk WOOD MID:.-P M4EL FNAN ATE BlOCGK ,YAR4€4 E W.xRE� REOURED OVERLAP BEYOND CONCRETE. CONCRICI F z4" WOW FRAM �`' S` Mxlc f 4)& �* OPENING we"BLOW (A *OOD ORATEYAM F1 5' X + B.O. DISTANCE �. mF®a.a.m elna T'p[ f �YYMY#IMMM .,.wiw•ft,,.•. ..,. Ij 1 =��Fmy *m aaY�,rN�L aiaY#i�t . #Arr M Aa TeC. o'�� CASE E (ELAN t CASE F (PLAN • a 's SCALE T/4•=w" SCALE 1/4--1- - '• 'VVrN tt, _ BUILDING NODE 1' x 3^ x .'OB3` 3w45 17-1+ 6R 9I5-79 NAY" CiaNt`. LOAN, - ANGLE W71R 1/*'# TAPOON O 12' O-C. t" CASE D (PSCALE LANS S ID -SIT OR CALK__w on am P441JOATE ptkALE 10 No SCHI ON SPIRITS 4, 101 NN it CASE O (PLAN) SCALE I/4•=1' VA.1D FOR DIRECT MOUNT 1NSTA.IATION ONLY A CERIF m PANEL IIS'TA.LJAT'm AT WADS W/ SURFACE LEVEL VAIATIONS WTIfiN 3/4 FLORIDA BUILDING CODE Son >y/ A(r�f09O1 FRONT ML IEAtR FLIT r1.v1s€5 PAPELIEL TO i .ell. t'._�.4.� _•.. '�1 . MAXIMUM L LILII PANE LENGTH MAXIMUM A.S.D. CONCRETE:+c WOOD DESIGN PRESSURE NONEALAt%�y M T, + Li - 20.0 Y2"--4' tY--D' 3LLD ft-e Ie-s` - - J" rp-Aa` IvI Sao 1 too aaa.. 9 $" r-ti a=9• aF-s- mo a- -- w 7i10s ' 8010 . Y-F' jr- r _ -- B OI. � s tr a rA Mao '-r 1' ri. a-3"- a ward s„-�, MkXMMAS.D. DESIGN PtRESS'URE RATiNO +oT- CONCRETE & WOW Iw t 2&0 Ad^- 13-0" 254 TF-di1` I r -7 .Tar 30,0 fQ=rid' $`-.$' did." 410 F'-1' 01-7' _-- IIoa 8'-7" e•-21 5" r-J" 7, r -e 7*..5' Ato mo 7'-5 ' rn . F Mir--rt' $-a' Sao 71-0' a=a- o r r 6'-,:r' Sao $-�' $=r' o $-71 6=-10, WOW 6-,Y ' s-r 1010 $' r s =s' _.. NTQEt 5•=1• 1145.0 - -VOIS d � tea• '- a ,�w •r a �.. •1 I fii�#'dI.Y� Ti l iLt �1/1��#k�J�3 1ti.'d 76.11Z113 e f mmummmm I:x< 103� 2 4 ANCHORS (SEE SCHEDULE ON 9HEElS % 10 *11) tl 1/4# 3/4, 4/5. 5/5 & 6/5 T W/s, 2W/6, SW/7 & sir u"' MAX 11 1 s1It 1/4. 3/4. 4/3. 5/5 & (1/5e 2/4 I°W G. 2w 6. 3W Ik 4W --------ANCHORS (SEE SCHEDULE,ON STEM 9, lO &11) --� --- - REGULAR _ STORM_ PANEL ELEVATION . F.687 N=T.S. I/4 Mmrc. 4 i L . 1M4xI�AiItlI P A C T AMEN LEHMGIH1 Frig GIVEN POSITIVE t� MOAO L-: MAX, ISK#I. IEJNM"IF1 FOR A GIVEN IEYaRTAE Au.D. D IeSM GiQAD. (2) PROCIVURE TO DEFEAMINE MMAN FWaL LOCK GIVEN A PC,tWi hi€ AS OMEN L 04% DES :i PANM L€)WH 'L+' FROM „ GIVEN A NNOGIVIAE A.= D€SKIN LOAD, DETERMINE WOVIA&I PMNQ. LENGTH `L-' FROM SCHEDULE RMIL VAMWAI ALLOWABLE PANEL UE NGRT IS EQUAL TD THE UNMAM DETERMINED PAND, L, Mt1TH BETWEEN 1+^ Me 1�•. ($) SEE Sd€sZpUL€ BELOW FOR LAN, PANEL. LENGTH FOR POROSITY 1 AM~M I _ _ INTO WOOD AN UMTIED TO * 96 P.a:.Y. MAX. AS0. DESIGN P&rFS�'URE RATAO FOR WX A.&O DESIGN LOADS 41 A" PANEL LE OMM MR IS Usm, FI RIDA BUD lIM 1 CODE (Nonft Velocliy IlMllficona "] lute TF : fir). al *cars ILrE iL 24 �E GALVANIZED STEEL. STORM PANEL OmFJLL ew Im ` - 1L ELK 0.I4e_ 8& PROTECTION PROOIJI .Imo. ONt.TF 1' ` F9N4 h CGAiMAn'". A9S1 3.1P: Si STRUT ' ,,x,• A Jik. SL J,.. attiG,+Y1w 61MAL A. 6. fN« sS .IAL q w� r ,ax A74w. VAi r U^ . «, ,�,..,.« . w,. x cov,Y -MOOT , Al x LA46I N1-tAk i9wM�+-'�a#a. f�s� r 5-022 # -- Nx ,sea. rnleAx# - Ile �w feiiA,kM .� - -- iT4TAem%O Ile. •• `.--- p 7X•gAp A.. P.. r as tea F -9s fxaamoit i9Lf:T 3 9F t9 ;.: VIA , I.1A i" +I , as Yi t- •f' II -_ 1. INSTALLATION ARE ONLY VAUD FOR MAX. A,&O, DESIGN PRESSURE RATING (P.a f) AND PANEL LeCtRE AS PER SO4MLES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W") 2. FOR NEW WOOD FR ME CONSTRUCTION:- WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENISITY OF O•SS ON EQUAL. I' MOL SMAARA11014 TO GLASS INDICATED ON SHEET 3 MAY BE REMO TO 1/4 AS LONG AS THE ARE C,OMPYJf:L1 YdnH: (1) Mif)IMLI;1 ASO OEM -PRESSURE RATING E +am -05 o.4a, (2)' MAXIMUM STORM: PAWL LENGTH IS (3) S M PANEL INSTALLATION IS ONLY INTO AN 00STINO WOOD FRAME WALL. (4) INSTALLATION YARD ONLY FOR WIND 24AES 1, 2 & 3 PER AMU E EIfA O& ra71s TJLYEC0. AW 24 GAALE GiLYANLD STEEL STORN PAIEt 4H,1i9 IT. PROTECTION PItOmM LLC. rS� "c, air. «^ +*% TtF.%A7 rT?SPpA4 # �' nK 71e. F. 3k..RkG Y�s.f a1N0� R AYi„ s ®pep eMl-TAIL 4944 4.Ik. It saw $ . 11.. =14 Nl :. teL#ilrtao-731 . €'A16 C+a4 S �-•d2F IiFe-NAG M� as EJ-AAr A _ _ SMHT 6 OF 19 ANUER A Hlllr 3R. F=6 i � i , .: M - rll. M ._ a< TLA a. t • A a i. �� •: EAiI. i � *� MAX. AS.D. DESIGN PRESSURETA'OO#R ) MAXIMUM ANCHORS: SPACM FOR WIN T D- PER SCHEDIXE BELOW 1 a PANEL LENGTH 17 ) DESIGN PRESSURE RATING (P°S.#.) ASS SRAOM FOR MIR E,D. PER SCHEDDUMLE IBLLOW a MAXIMUM NEHC3t11 •L• (fLa ... -- SCtLIi7- TRATING III P PLUS 7`ijYMP ^NANLIN r`Ist«K'-I�R T 1PC 4 T P --.. ' P ?ALLC-MILLI GALK�IN 1a 10 O LI€,iLtR itt - - ITf __-TQ _.. 'By i41 1G Pk C 7FiB1 +AS, _4;. LESS 13" f3' #3' 13" 13' f3" 73" 73` i3' 13' 13T 13` i3' 73' t3' 73' i3'-. 13' 13` 13` 13" 13 13^ 13 • T (R7P) 7 �) 5,�,,. OR I =s.65i - TO f3' 13'e 1.T' i3' 1:3' 13' 13r 13• 13" is, iJ" 11 I/2 1 (TOP) L€OR 55 13' 13, f 3' 13' i r *^' 13' 13' _ 13, 13" 13, f3" 13'.......13 13' 13` - 13" 13` 13, i 3 13" w3 - 13" t1 1 I it j1r i (BDTTVM) 2 13" 73` 13' 13' T3• 13' 13' Ir 73" 13. 13" 13' 2 (TOP) 13' 13, 13' IS' 13" 13` 13" 13' 13" 13• 13• 15" 2 (BOTTIAQ 13` Ir 13' 13' I3' 13^ L3' 13, 13` 13" T'S" I1 1/2' 2 (BOTTOM) i3' t3` 13 13' 13' 13' 13" 13• 13' 73' ---13e' SILT 3 OPj'_ t3• Taw 13" 13' i- 3' 13' t3' 3 -:. ' it 1 / 3 - - 12 1/2'12 1/2"0 1/4' 6 1/4" 12 1/2 12 1/2" - - 6 1/4' 6 1../4' 3 (NOTION) - - 2 1/F"12 I/2 6 1/4' 6 1/4" 2 1/2- 12 7/ - -' 6 I/4' a t/4" 3 (9OTTOM) B"... b•: $. aw b. b. 7 i/F2. 4 (TLSP) s• 5 1/2" 6„ 11• 6, 6 1/2' e 7 1/2' bw 6" I. 5' 4 (TOP) 23" 13' i3" i3' 13 t3 13' 13' 13 13' 13' 13' 13' 13• : t3 w3' 13' 13 Irf3" 13" 13 w3` 73 13' 13, t3 13' t3" T3 13' 13' 13 S {TIP} 5 (BOTTONO $ (TGIF) f3' 73' 13` 13' t3" 13w 73' I3' 13" 13` t3" 11 if $ (TIP) 13` 13' 13• i3' 13' T3• 13, 13' 13' 13" 73' 111 1/2' 5 (BOTTOM) 13 1.T' t3' T3 13` 13 13 13 23 T3 311 1f �') - -. 6 1/4' 6 1/4" $ 7/4" $ I/4' •- ^• -" -' 6 i/4' 6 1/4 w ffi (OOiT, - - $ i/ti 6 1/4' 6 t/4' 6 I/4` - -�- •'"' -' / w , / 13• el'.-. 13• :O 1/2 13' 7" 13' 7` 7 1/2 5 1/2 13' 4 1/2".t (TOP; >5'-6'" To i4'"'4 13' 6'.-- 13w 13' tS` 6 1/2" i3' $ 1/2' 9 1/2* 6 1./2' 35 . 13' 13" 13' 9 i/2 i3' 8 f/2 10 1/2 7 t/2.. 73` $" t (EOTTdkN). 13' T 1/F' 13' 13" 13' 16' 1 1 ' Ltd' 11' 8" 13 6 1 fT�' 1 (�} 1.3' 10 1/2 1Y -r IS- I 7' 7 t/2 5 1/2 13` 4 1/2. 2 (TOP) I3• 6' Ir 13' 13' 6 1/2- 13" 8 1/21 S I/i ',6 1/2' Jr 5 I/2' 2 (TOP) �, 13' 7" 13" 13` 13" 9 1/2 IS, 9 %/2 10 1/2 7 1/2 Is- 6 Ile 2 (BOTTOM): 13' i3'` 7 I/`.E=' 7 I/S' Ir i3' 73' Is' 13" t3" - 14' LO' 13, 13, ill" 1D" it' 11' jr 8` Ir i3" 6 11Jr.�. 6 1 T 2 (EOTIOM) 3 (TOP) ---r3' i^ w3' 13' 13" 9 1/2 t3' 9 1/2 10 7/9 7 1/2 Ir 6 3/2" 3 crop) - - - 2 1/2' -,2 1 6 Ija 6 i/4" :2 I/2' 6 T/4" a $ I/4" 6 1/+` 3 ('��) -.. 12 1 /2" t2 ij2 -.$' 9 tf4• 6 Tf�t' 12 1,tF' 72 1 - _ 4' 6' 1/TO 6 1/4'- 3 ( 7• 3" 6" 5 i/2" '7' 3 i/2" 6` 4 I/Y 3"' .. 6 1/2 '3` 4 (Tcp) 7 1/2' . H' 7` 4 _ $" # " ,,.. d' I/'2, 3 1A''2 " 6 1:/2' 3' 4 (TOP) Is' _i3" -. 7` 13"..-. 7' 13' -i3• 1 13 13, I 73 4 1/2' 9 7/2 t3' 13 9 I/2' $ t/F 5 1/2' IIIk/$ 1O 1 - - 7 1%r 7 1/2 7 1/2' is" 13' s' 8'. 6 1/2 4 ',BOTTOM) (TOP)-- (BOTTOM) 6' _ $" $` - 8' - 5 1/2" -'• 7 1/2' - 4 ( ) 13` 8 1/,r Ir Is" t3" 1d' 13' 1D" 13• E' S3` 6 1/r (TOP} 13 8 1/'1' 13' 13 13" 90 t3' 1D ir B 13" /2 (fI1TiOM) 13, 10 w 13, T" 13' 7` 7 I/2' 5 1/ Ix 4. 1/Z' 6 (TisP) r3' -_ 6" 13` 13' 13` 6 1/2" 1'r $ 1,/Z 9 i/2" 6 1/.2 13` _ .. 6 1/4i' 6 1/#' 6 Ile 1/4' _ - _.... _ - 6 1/4" 9 I'le 6 (iAt?#'="4') -. - 6 1/4` 61 6 I/4' 6 i/4'1 - .Y ] UL jL r . 0 M aw IIIA a L a Mi M JmLLjja �e WL A-M DESIGN LOADMAXIM LENGTH 40 PSF OR LESS 6`- S* > 40 PSF TO 50 PSF 61--21 > 50 PSF TO 60 PSF 51--10' PA wx PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS 9"W/ 9SETWHOIRS do W/ SPACER AT 12 1/2" O«C, A f FEr FLORIDA BUILDING CODE !loon FTI VaIrRJ H11FFTaalsa Zang ,+ y P9GP8 ANLm N: 1«c- JaCRFl TMSTa+o Aw,rAONFI^ M,A m a .o e1r,A MMisAL a 24 OW OXYAWM STET. SST€ L PANEL rAL Fwaer NNn GLOBAL PROTECiIE PIZti[kUCT, 49ao S.W. III 0) S. 114 4 Fl. 33 K�NNaA e (aM-awes, F,4fe (a€4iIt-tI'ln1 9u 15022 9I8YM,AO N, Mee r r Iwow.,w 1 y, Ati ANL1 A MLA.fit , e.M rs.AFr MTT 9 'Siorill cn CD W C_ CIO I� }ar CIO O U I� V)'�'^ cu LLI Q z z Q ^J LL SHEET NO. SH 1.4 ; t:j till 4 3EXt] Zmj4:(Cj (VAILID ONLY FOR PMEL(DINSTAJJATIONS AS PER SEMNS 1 THRUI 6, ON %CETS 4 & 5) MkX A.SL0. DESIGN RATING (0-0 WAXIMUM ANCHM SPACING FOR MIN M PIER SCHEDULE BELOW M0L;owuM PR*1 LENM "L7 00 MAX..AS -DESIGN PRESSURE RATING (,,,f�) MkUAN ANCHORS SP*= FOR WM Eb PER SCHEDILLE BELOW APPUC ABLE MAXIMUM PANE3 -mv, v W TAP" -SET PANELMk7E I FBIALE to RANELVATE PLUS ZAMIAD-NAILIN ; OkLK IN Al OF THEM TAPOON SOUD-SET I PA"ELMATE FEWALE ID � PARCUIATE PLUS CALK_N !7= TD 10 F70 13* TO Ir To TO mom��, 70 To xxftm TO ommem Om.%m TO commm —,=,. III ; a TO cousuam OF THEM L >+ft --w TO +75, -75 Is* 13* 131 Ir Ir %r Ir- to, 1 crop) v-r OR LESS I >+75. -75 TO +11%-119A 13" 10 1 ir :6 1/2' ir 6 112 7 j1r 5 1/2'1 13' �4 31r I MP) OR $I' Ir Ir 13, ur 13' tr 13, 12' 13, to* 1 (BDTMN) 13, a 11r Ir 13, tr 1. is, sr i ur 7 I/Y 13, 61 1 (sarmol 11' 13, 13, 13, 13, 13" Is, 13, 12, 13' to' 2 (top) 13' 6 1/2' 13* 6 1/2' 7 ItLe 5 Ilr 15* 4 1/2 2 (11P) 13* It' 13' 13" 13, 13, 1.3 ^ IS' 1'r 12, 1 r $o- 2 (BOTTOM) 13, r 13, 1 r Ir 9 0, ir 9 1/2* 111) 1/2' 7 1/2' 13' 0 t/r 2 (8DIDOM) 13, W f 13, ly I ir Ir 13* Ir 13, 12' 13, io, a (TOP) 9 1/2* Ir 9 1/2*bO 1/2' 7 1/2" IW a. 3 (w) - b2 I il 1/216 t/4* I r, IAV 12 1 /r 12 1/2' - - a 1/4* 6 1/4* 3 (BOTIOW) - 12 1/2'12 1/216 1/4"16 1/*' 12 1/2 6 Ile - - 6 Ili" 6 1./4' 3 (BOTTOM) V. Ir I r 1 6* 6 1/2' r 5* r 4 1/2' 4 (TOP) — 7' 3'LESS or 5 f/rI 7' 13 t/2' w 4 I/V 3'6 llr 2 1/2' 4 (TOP) er (-r* 13'a 1/2' jr 13' • 1 9* Ir 1. I/y IT 7 1/2'1 le 5. 4 (BOT70m) 5 cw) 1:_ 13- ir 13- Ir 13- IY 13* --t2' 13' 10' 15 (W) 13, it- - 13`- _TF- _Tk- lr 13, ir T2' Ir to* 15 (wrw 13' r -13* 13- ir Ir 19 1/2* 1,r 9 1/27 !0 1/2' jr, 1 6' f5 (BOTION) 13" it' 13, ir 13" ly ir 13- 13, 17, ir lor I$ (top) 13, 51 w to T/z* ir 6 Ile IF _6 1/2' 7 I1Z 5 1/2- I-r 4 11:1`16 (Top) - - 4 1/4- 6 114- e 1^- 6 1/4. - - - - 6 1/4- a I/rjo (Bom-) - - e 114- ! 111C 11-C 6 -1/4- a 1/4- a 114- 6 Ile 61/4- 6 (wm-) ir 7 1/2- 13- 131 13*.-- 13" to, 111 w 13, 6 112- 1 (TOP) >W-r To 13" 5. 13' to t/2" Ir — 6 1/2` 13' 6 1/2' �7 I1Z 5 1/2* 13' 4 1/1' 1 CW) >V-e TO 7*-'S* 13" 7 1/271 15' 13- 13' 10 1/2' 13" to 1/2' I 1 1/2* S' 13, 7- 1 (Bamm) Ilr IS* 13' Ir $' Ir le to' 7 1/2" ir j$* 1 WTW 13' 7 llr 13' -Ir 13" IG, 13* lo' it" a" 131 6 1/2* 2 (TOP) 13* a" 13' 10 1/2' Ir 6 1/2' i3' 8 112' 7 1/2* $ 1/2' 13* 4 1/2' 2 (TOP) is' 7 1/2' 13" 13* Ir 10 1/2* 1,3- 10 1/2'11 f/2- er ir 7- 2 (WrOM) 13" Ir ir ir 9 Ilr jr 9 Ile to I1Y 7 1/2_ 13' 6 1/2' 2 �wrwm}_ 13" 7 1/2' 3` 13* Ij* 10 1/2" is, 10 112 it 1/2- Ir 13, 7' 3 (TOP) 13' -,r 13"....ir jr 2 1/27 13- 9 1/2* 10 Ilr 7 I1r 13- w 3 (IT) - - 12 112r ILL/?: I 1/4' IS 114- 12 Ilr 6 1/+- - - 6 1/4, 6 1/# 3 (BOTTOM) - 12 ile 12 1/2' 6 1/4' 6 1/4- 12 1/216 1/4- - 6 114r 6 1/4 3 (BOTTOM) 7 ilr 3 112" 7 1/2* 4' a' 4 Ilt S* 3 1/2* -r y 4 (POP) r 3. 91 $ 1/:r T. 3 1/2, w 4- 4 1/2' a- 6 llr 2 ITZ Z (FOP) a, - e 6- - a. 4 (901TOM) 6 1/2- - Ir - 5 1/2- 7- 4 (8017011) ir 7 11r 1 15' 13, 13 JIG I/V 13- 10 I/V 11 Ile a- Ur s (top) Ir 0 I/21 w is! Ir 9. w 1. W 7 11r 15' w Is (w) 13" 7 vr 13, 13* 13- 10 1/2. 13- 10 11ri1 I/r a- 13* jr,"pl, 5 CaamM) 137 IY 9 1/2' 6 I/v ir 9 1/2- 11 I�FJ7 10 1/2- 1/2' 7 1/2- 5 1/2" L 13- 13, r 3 L54, tr 41/2, 5 (BOTTOM) 1 7 1/2- Lz Ir 13, PO t/2' 13' 10 llf 11 1/2' a' 13, 6 54. 6 1/4:- - le, 1/+jg 1/4'. Ile F lia ;-,v a I/K SEE S"CET It FOR ANCHOft r(K AL SFACM FOR MSVU~ WM WOOD FWAX M^011403, IIINIMX NOW WXXM AM MNUM OW OWMM ARE INVICATED OR M SOIDDIALE FM M LM TIM MOM 00 WMILE REMXX MCHOR SPACING BY MIATIFLYING S-AC94 9-100101 ON $0119M SY TIE FOLLOWING FXIOM, FM D4 OPERATION 10 BE P=ov- MMU= WAONG OffrAINED LISM FXIM %0111 NOT BE LIMS 71IM MININUM WADW WINXIM MR DION MOM TtPE ON 110 WMEDULE AMMM TIN i1r. 1/02 1/,r. I Ile. 11ro ilea PONROW PA41mm" moft" MOM SPACING 00 3 3 a 3 2 1/2- 2 1p %"11MA1Mxm kommx ao 3 31/2. 51 [M 3 3 Ilr 3 unrAm" 1A a yr 4 AMPA ass r SPACINGS Owy VALID IS USED. SEE TrAll #1 MR MAX A.S.D. DESIGN 1.0" & MAX ImPmowl 19 USED. A MAX PANEL LENKG1M ARE W/ SPACER. VAUD FOR INSTALLATIONS W/ SOLID SET j 4 SPACER AT 12 1/2* O.C. IM-11`01" MHEDULE FOR REGULAR =Rid PANELT7■ 1NMLW10N$ 1EQ WOMSTRUCTUMS (VAUD ONLY FOR PANELOINSTAILLATIONS AS PER ALTERNATNIES 1W THRU 4W, ON SHLEIPS 6 & 7) WX ksb. DESIGN PRESSURE MTING (P-0 Uh)(IMUIN ANCMM SPACING; FOR E.D. - AS S3C#N ON SHEETS 6 or 7 1 OF TWU wiamum PANEL 1.N 01O *12 OIL) IAPCON LAG SCREW PANELMATE FEMALE ID PANELMM PLUS WOOD BUSHING 13' 13* 13' 13, 13' Ur (w) Ir 13- Ir 1W MOTTM4 6 lIr 6 1/2' a 1/r - 6 1/0 12 1/2* 6 1/4' )- V ir a, - OW) OR LE a w a, - wka-) is, 13' IJ' Is* 13, ("TOT" 4-0 � LESS , 13 131 " 13L:M( ) $3* 13' Is* 6 1/2' 111 (w) 15* 13" W le 1' nN (BOTTOM) 6 1/2- 6 1/2 6 1/2* 6 Tw 6 1/1- zw (w) >V-a - - 6 1/4" 6 114' ZW (DOTT-) 4 a 1/2' c 1/2, TO IV--r 3w (EIGITQI;� 12, 4. Ir Ir 13- _ �8 1/�2 EW e=) MAX. D, DESIGN PRESSURE MAXIMUM AW-MRS SPACING FOR ED.- AS SjiOWN ON SPZM 6 be 7 BU""G A ANC TAPCON LAG SCREW PANELMATE TE PANELMAWOOD BUSH010 FEMALE )D Im Of TWA PANM LENM IV 00 13, 13, 13, 13' 13' 1w me) Tr 13- 113' Ir w to (Baa* 6 1/2- a — a I/P 6 1/2' 6 I/Z' 2W (W) 1/4* 71 OR LESS 7 1/2- 8' Ir 13, IT 13' 13, 4W (tW) >445. -45 TO 13, 13, 13" 13, 14* 4w (MVM) 15" ly 1 13* 10, IS" 13* 13" 13' 6' 1/2- 6 I/Z- 6 1/2' 6 1/2- - — S 1/4' 12 1/,. a• 2w (9m-*) 10 4 1/2- 6* 7 1/2' 3w cmp) 7*-e 3w (foiloiq 3* 12' 13* ]7]1:l2�* 13* 5 Ilr 4W (TWJ 12r 131 13, 13* 0, to fammi A,&D. DESIGN UWD MA)a" PANEL. LEND N 40 PSF DR LESS 6'-8' > 40 PSF TO 50 PSF > - 50 O_PSF TO SO PSF W-10" A MA)k. PANEL LENGTHS ARE ONLY VALID FOR INSrALLATMNS W1 PAWL MATE AMALE tD OR PANEL MATE PLUS ANCHORS & W/ " SPACER AT 12 1/2' aC. INUA jjINUALLATION DEIAIL$ EgR LIFE 5AFEIY- PAN�EL n1 jAj1!2bj QUAILS FOR LIFE SAFEIY PANELr"' INTO PQUREQ CQNQREIE OR CONCREJE MCK 51RUMMa INIQ POURED -99-HOETE OR CONCRETE RLM -STRUCTURES ilea NO POLWD lZU CGISTING POURW 1/4-0 POURED 1/4�4 TAPCON ---I F EXISIING POURED 1/4-0 TAPOW poursil TV0" OR AmONW or OR AND 0 F- OG, CONCRETE BOR ANCHOR 16 1- C. CONCFE1E OR AINMOR 0 04, OZ ---w OR 44CHOR 0 ir O.C. BLOCK CONCRETE LOCK CONCRETE 9Lb(X REOURED, REWRED. I ad. 2 1/2 m SEEM & I F-5 Ee D.W or 1/4- MAX a (SEE SECTIONS & ALTOWMWES ON SHEETS 13. 14. 15, V13, R-3A/14. R-I ZAW/15, R-3AW/16. R-1 R-313/14, -1:::jm NUT AT LEFT PANEL PANEL 3111m WX. f"Gw low. R-IA�113, R-2A/15. R-*114. R-18/t-3. R-211/12I. R-3B/14, misL ft-16. R-30W/16. Nuf s-j"oo E=109 nW/ ALTERNARAS am SH"WiS 13. 14is 1 113w11-u!* fa-11 PREMIER, L9 03 "TA1 11azil-11"kC411 1:4 NIZI & IAPCON R a r O.C. 21 /4- M. lei I MAX om 7-0 v "v 6m "4." MAX.. C.1v v 4w 1 -c ii� 11 1 C , i I — umm; 0" 1--or) PANEL LENOW PANEL UNM� I PANEL LENGTH PAM LDIGTH MAIL A a PANQ- LD*M 6, PANEL LENGTH It -L- ON SHUT ON SHEET 11 0 PAM ELEVATM (SEE. ELWAIX 0 (SEE ELEVAIM ON SHEET 12) 1 -1 1 ON SHEET W, ON "IT 12) I (SEE IELEMATM &A i (=% (ME CLEVAT)ON I: um. IF 12) PANEL LENGN I Wa. 0 1 ON siNET 12) I w--SFP a ON SHEET 12) .4 (SEE EIZWON Sr (SEE I it sm I TO GLA- UVAAS�Evllllll I Irls��-co WKI a 31 km - 21ke PLATE REOW SEE SHILEFS 15 & 18 FOR WMM now T#9 TYPE a SpAcm FOR INSIAL1.9fams INIG WOOD FTWE NLRDES& MNMILIM ANCHM SPAILINLIS A40 MINIAN MMWLAA AM MR EM OKINKE ARE 004M 04 IM SUPOKILE FOR EU LEW `RM #00M ON SCHEMAE FaMIXE XCHOR SPACING 1= ;I w 3 BY IR:.RR.IIWF S-ALON40 SNOAIN ON � 1 Ilr lm I ;N7—nai; QPERATRIt TU 8E F4.£. all REDIM VACM OffMIED USIF4 FACTOR WILL Wr SE Uss Tp" r- JOHN SP*ZM 00CAM FOR EACH AMOM TOE ON INIS SM*bLXL MAX PANEL L04TH e-8' 0 +40.0. -404 PAPf. �Nl amo wo pA*L WOTH MI) 7'-e 0 +54A -tKO pAl. (W/O "LLW NO, Pmm Lam BOLT) tm 21--8" mm. PANES. LEWM AT ALL MGtINt11NGs T EDA CONCRETE BLOW CONCRETE am REQUIREM EwQ ODOM) som If �//x Lr 12 FL PANELAATE PILS J/4-0 TAKON 4,'$ TAPCDN 1/4-0 FANEEL-MLATE 1/4!'0 0 REGULAR E&= ANCHM (W(OND) LWE, SAFM PAN ac ANCHOR 0 91 O.0ANCHOR 0 12 1 0 EL L •w- R]k CONCURIETE OR 00STINIG POURM 0M#CREM OR REQUIREDBLOCK REQUIRED. M sm �Nmm is & I a FOR ANC�� TYPE & SPACK0 FOR SCALE 3/9-1, UM 0=2a WSLALIA110149 INTO vom ROME sGum"956 9 RMLm PANUS GIANI SAFM PANEL MOO" MOM SR"M AM MINIM IDGE I15TANOE W b0r�-= ON M SMISDUIS- FOR ED LYM T�ok wmwm ON Me" Nmu #0" spum BY 1AUUMVING SPAI'04 511MIN ON SCPEDLLE 81"FHE X&4�NGS 14: Afll FOUAINING FACTORrL MR IMS OPUIATION TO Ef POSDEIM REDLOO) SAAft4d OWAMM U04 FACIOR MIYALL NOT RE MS TW WINWIN SPACING MOATED FW S" AWHOR SCHEWV- oom= PUS FLMDA BUILDING CM m WWAAL AM= WAM 04 FLORDA BUILDING Wgh VAOcffy flurAcene no) "oofy --u; "DE UP" 3 3 INSTALIATION ALRE ONLY VAUD MR X". DES" wcm I I jq I -logo PRESSURE RATINGS (p.s�f) AND PANEL LEN" AS ALA.* PER 0"ATION ON S14EFT 12� Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PW No Z W/ SPECIFK-- —om— mmff DY 5O•U- �A== 11111p111111111 I INTO WQQQ 5TRUgIURES I > INSIALLAT" ARE ONLY VAIJO FOR MAX. A.S.D. UeS*N PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCT*NT WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF OM OR EQUAL E Xq p el. PLATE RE" pFH ION 12) 24 GAGE CALVANIZEO STEEL STOW PANEL ORVA 9w, 11LIECO,me. GLOBAL Pwm=N m0um- U-c- 4WC!LW 01 MWIT 84w. A. =14 MMI (0+)W-75M F.AX' 064NNIII-M-f 15-022 w - — ---~ * Em ! L--qI ! - - m 3a T's or is � IF P"EZ1W/t8 ANCHM —(SM SECTION EZI ALTERATM EZIW ON SKEET 18; 5r, (SEE I 9 NOTE 2) SEE ("am fi4xi, S. rrr -- 1:� ril) OFT8 -.1 . - - 115*0 ASIIAWLN Rx, Kwcr LAST PANEL(I)TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE I,A2- a =OLE PROVIDEDS�"REAR TO FAaUTATE INSIALLAI`ION IF kNTENDED TO BE IN Fr tSS4DE OF STRUCTURE. AT 2 FM PANEL, OF 'L' M E-Z NANG STORM PANEL SYSTEM J(&DTPm4vELf) Q (INTERIOR PANEL) (INTERIOR P EL) (DO rIt TRACKS TOP & SOTFOML SEE NOTES 2, 3. 4 SEE NOTES 2, 3. 4 i (2). END PANEL) SHALL ALWVBE CCININECTED TO BOTTOM TRACK OTHERWISE A STOP RM-L W PROVIDED AT TOP OF SUC" MAK PANELS. PAPIEL LENGIN +/- p-f- (3). IF END PANELS ARZ CONNECTED TO ROTTOM TRAM CONNECTION 'I SH&L CONSIST OF 1/4-0-20W-3/4- ILLS, W/ 7/8"04/32- WING -_LTED 90 PANELS W/ 1/40W �.A NUT ORLL4T 04 MW THUMEISMEN INTO TAPPED BOTTOM ss, 0 EA. UVERLAP TRAM FASTEWERS WY BE AT E)THER OF TWO iSEE EXTERIOR FIAT FLANGES OF M PANEL. J.-I LL I OF (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (;;14 STOP RAR ISENLY USED AT TOP) AT LEAST TWO PANIC BE CONNECTED TO 7TOO TRACK USING SPECS INDICATED ON N= (3) ABOVE IN SUCK CASE- CONNECTION OF .J-J-L'o -I-LIM L111111-1-1 J-1 L L -1 JJ- I I JJ- PANGS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATIONk r E4oM.. SEE NOTE 4- 31 M. 1 I I swo.. 11 W.. t qWXLATMS ONLY VAUD FOR WIND NOTE 3 AN040" 3 SPEED UP TO 140 mp.K 4LIERNATNT EZU# ON SHEET t8Y---- EZ1/18. L10111Z1 W/I 8 IXPUL ELEVATION TOR SERIES 2000 E-Z HANQ STORM PANEL U) MUM M SCALE. 3/32"-1* Ile Max', GAP 'm wJm III/�/=Z"`S7 1147 777 777 Z ro, MAX. W SEAT ON A -A 3/3 FLORIDA BUILDING CODE Lftm High VelioxoHurticksne Zons)i 10 24 GAGE O&VANIZEI) STEEL STORM PANEL DRUM w- MOM PWrWMN MDUCTS, LLC. ONE 4m sx 3 5"Im 0 DONIE. fL 3MI4 MKIF, (W)SM-7643, rAX (90081i-q7t 15-022 SS - MOM A MoV 17 OF $0 PtaImmi IN g1g, I WIN MR, 157OZZ611174:4 IM01*1716374-5 WALL jtQuNnmg ffMQH EZI SCALE 3/8=1' Hour. MIN. PANEL 1. INST&LAMON ARE ONLY VALID FOR MkX. okSXI- DESIGN SHALL BE 2 PRESSURE RATING +/- 40.0 pzSAND 6'-tt' MAX LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMIDERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. c- W > VJ c- C) =3 2 O 0 cu -cu cn 0 0 0— 0- = = f_- .0 u- cu0 -6-4 cu ki.- 0 > -0 E cn a) a) C�L cu-E cn Q- -0 .— cf) < U) (D (D c- -4--a 6--a cf) =3 cu > 0 U) (D 0 U � ._ U) cu w SHEET NO. H 1.5 Pa� ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE DESIGN PRESSURES: 2ga 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ) AR AS NOTED IN DESIGNI SCHEDULES WIDTH UNLIMITED (Pmp� TO PANELSPAN)_ DESIGN NOTES: TYPE AS RWD) POSITIVIt AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER SECTIONS SEPARATE ENGNEIS W E WINGNUTS FASTENED 0 CHAPTER L609 OF THE BUILDING CODE FIFTH OVERLAPS 0 MIDSPAN (USE ALL BE LESS THAN OR TO THE po"1101 TIVF DESIGN APMOPRIAIr SPAN TAKE) )WIC 'Ir GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DeSEGNIED AND SMALL BE 1.6 F" ED=N OUTS105orTHE INVESTMATEAND ssmm B=1 rEq=rMyaLY- M"OMMONDAS kyw HEREM MAY Jj SITPISPECOTC66kLED Z N033-lf3�ADK)WMErNALLOWAWSWXSSti4SBEMLSMINTHL BOTTOM MOUNT MIS SYSTEM. 3�� THEPA"c" OF SUPERSTRUCTURE wrtdff[CH DOSIGN IS ISM SMALL BE RESPONSIBLE FOR THE INTEGRITY OF AM SUPPORTING SWACMS TO "" DESIGN WHICH z < t a (CONN TYPE AS S 4. S EVE 5 ssktw SHALL BE IRED IN 0 1" LOADS Olt SPARS CONT HEREIN. CONTACT TAM FOR ALTERNATE SPAN CALCULKnONS AS n 14AYB %IPM"MDETAUMMMMISQMMCANDOMNOTPWVM THREES I /1� TYPICAL VERTICAL. MOUNT ELEVATION S. INFORMATIONFORASPECIRCSITE, OR REMSTERED 0 ILT.S� ELEVATION PN`=Aa&1s="H&.ARE BASEDON MAXIMUM TESTED PRESSURES DIVIDED BY AL 1.5 SAFETY FACTOR. Z 10 6 1 SK,!LJ&0CSEnAMW 5I.WLEFS NOTED I MrA W WIS TMETRR M 70&6 ER a # (SPAN ABOVE -DESTRUCTION CORROSIDWRESISTANT MATERIAL AND $HALL COMPLY WITH -SPEaFICATIONS FOR ALUMINUM STRUC TURES' seciro"177 sYTHENtionitim Assoam-, reic�, ANOM LOCAL CODES� "" SrUpCAI1eL&T=L,5TA & RM AN Be 22aOR 2 STEB, tomr OR PANELS SMALL CONFORM To ASTM A653 & rwP 01 M 6 z 01% t I GALVMHZED COATEIG WITH A MINIMUM kr"A'LL kINNINUM, EXTRUSIONS SMALL BE 600-75 ALUMINUM ALICY, MLESS NOTED OTUEIMYW_ 10. TDP&SOTTOM DETAILS SHOWN %AYW1NTERCHANGED AS FIELD OXTAM MAY Be MOUNTED VERTICALLY OR XINETITONS PAN" TRW "All-Y AS OWED �OBSTRIJCTION (LOCATION MAYVARY) A= MENEM Smu BE eMKDM 10 U*�MCKED ofty� MANUF �RJEC"DMM 11h Iz THE ism 'to TE ZP",E&TALL S MOUNT H EMU 700 DESIGN AS ONLY, OF I" By 'etaL IES & SAVES THIS ENGINEER FMMR ALL &DAMACRS FEES RESULTING FROM MkTMAL .1k CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED FOR BY LOU4 STATE, & FEDERAL CODES & P40M BOTT014 MOUNT CODNN (SPAN BELOW DEVIATIONS OF THIS PLAN. 14, EXCEPI AS OWREQ TORAL RJR TYPE AS RE(rD) OBSTRUCTION) CERTIFICATIONS OR AFF AAjj=.ADDrr IRA� 15� I I � I i: I i i i � 'M To PANELSMAY OPTIONAL YZ-20 STITCH of BOLTS WITH WASMERED %='. ' P' EtORS THIS )COMM i IWATIOMMON L& ?AmwgiZk��tA6�imwroiAMML4MOF(I)LAAM PIR EVERY 3 Ma gmaw�pw RIL 15-2394 AlErl WINGNUTS FASTENED 0 ZVOLLOWITHOINFORMATIOW, ALL Mesffurtm" GLASS OVERLAPS 0 MIDSPAN (USE APPROPMTE SPAN TABLE) VERTICAL MOUNT ELEVATION r2-"N (NOTCHED PANELSJ ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: SPAN SCHEDULE: 24 GAU8 BE PANELS xAUGE PA14ELS 22 C i. ENTER WN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS AOMEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS Z "PANEL FASTENEW ME STUDS USED IN CONIUWTION WITH ALL MOUNTING EXTRUSIONS cr-TRAcK, snKOED AWSLE, FTC.T USE 6.25' O.0 PANEL FASTENER SPACING TABLENALLIES FOR ALL 'H- AND �U'-HEAOM (INCIIJOING BUILD OUT CONOnTow). 2K LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE k0a HIGHER LOAD. ANCHOR SPACING SCHEDULE: 22 GAIKIE PANELS, PANEL FASTENERS 0 &2S' O�C Exam M Mmmom.ffill M"2 Mmmmmm Emmummmnalmmm En mmmmmulnooffl rffl�P�,/00,mv -0 o10A1,MQR-", 0�0 �1111MWlMlffi /oioi EMMMMMIM �=101.!Pfpnf KEEM MFMIMIMI_�O MAMMZKWOENIM�M Ming/ 01,�f WIN GLASS SEPARATION SCHEDULE,- 74 GAME PANELS MINIMUM STOW PANa SEPARATION FROM MASS (WIND ZONE 4 It ESSENTIAL FACRITIES) POSITTYR Kwt4um INGrALLATioNs INSTALLATIONS DESIGN PANEL LESS THAN 3W GRFATEkTHAN 3V PRESSURE SPAN ABOVE GRADE ABOVE GRADE (PSF) 6'.0" +30 Ity-O" 2.29' "s 3.68, L22' +40 W-el 7.05-1,90- 1.851 3.03' -7. .85 7.$S" 2,12' +50 7.65, 2,63 61-VI -79" 33, 2,35 1.39' -8� 2.13" 6,:F- 1AS � _ 7'4' 7.8Z" +90 61-11, 7.85 89.1 1-56' +100 lil'i� 7.85" LaL GLASS SEPARATION SCHEDULE: 22 GAUGE PANELS i MINIMUM STORM PANEL SEPARATION FROM GLASS (WIND ZONE 4 & ESSSaTTLAL FACILITIES) POSTIWE DMON PRESSURE tPSF) MAXIMUM RANK SPAN INSTALLATIONS LESS THAN 30' ABOVE GRADE INSTALLATIONS I GREATER TRW ZV 1 ADD +30 +40 1.13" 1.44" 5-951, 1.84 i fiw- !L85 SAS --sa-s -- 1.17, V-61 I's 1.59, 2.12' S.8s +60 v 5.05 1.0 t, !oi 1.74, 6y-oo sx5 SAS 3.991, 1.26' W-V - . 5.85" 1.89 1� Z68' 5.85.� 3.54" +70 5.85- 1.311, 81-61 S.85" 2,03' 3.17' +80 135"_ _-L-2-1 _-Ass _" $IS 2.181 5185 7". +90 SAS 1,39 81-v SIBS" - V-F 1 5. as +100 5.85" Iol 8'-7" 185" GLASS SEPARATION NOTES: L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. Z SCHEDULE IS REQUIRED FOR USE WITH POSITM LOAM ONLY zNwRmLATIoN u-TweEN LOADS is ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 1 FOP, WTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL FACHSTIES IN ASTM WIND ZONES I THROU43H 3 THE QLASS SEPARATION SCHEDULE ISS NOT REQUIRED AND NO MIND" FROM THE I PROTECTED OPENM Ls MUIRED, MAX 0=01 SPAN w To W-W wl�" juw-lr III up TV 147�w ANCHOR PRESSURE ago Ty" Do" iw_m "BE I , TM (Pan I ci C2 C3 0 a C2 C3 " C1 C2 C3 C4 i1v x r Emem 33 124' 16,WICO" LOA' ITS' 1&0" 160 74' 12,V I.S.IP 12.9 S§ FIF I Co. � ILS* iKf Y&F Y4-.I' _V1_ _11-V w SCREW 41 _xilp" 4, 48 ILS I " Lir 160 7.5' iFS-1 RF U76-1 12.5' 1&0" 8.r i 3.6" 52 115- rh-- i&o- Kv 12.5- mr mr, 'r 12.5" 16.0" 74" 70 1215, w 11'r &11 IZ51 16.0" 8.3" 1&, rLs, 15.Vl S.v *14XI�UVEMSED 33 12.5" LO' I&V IMI" 125' 1&0" 11.4" .0" ILS" 16.Ow ?A' WOOD SCREW AI 12,51 SO' 13.2' 8.1' 12.5' I&a" 9.r .61 12-r 16.01 6.3" 48 �L&, NJ, io* Liz- iso" 7.9- a- a v T4-.ir vMMI11vomwit. $2 12.5' 6-RJEW _4! __.. 1- j. I - or �O 16.0- 7�r a 1; ±!�4% 6.2s, imr 317, I o Lk 114L. 33 12-r ww1IS0§= tzvflw me* 12�5' 16.9' 7.4' 12.9, 16.10r, I i2s, iev s.r VP.M7415W 70 upGw*cFw 41 mr ifo" sr 48 125' 1&0' 10� 12-V 16.0, 7A" 12.5' 1 I� 12A, 1 !r 12.5' 16.0' S-9, ZSM - 70 12.7 ICU' IA' 12-91 141a, SA� 6.25" 9L61 51 71ILe x Wr EMWO 33 MI-14re ex 4zsr, iw &W I ALL POWS 4 1 115" 160 6.6' LTS' t2.5' 4�S' 625, &W 11 48 ILS' 1&4' 5,V &2r 73- WOOD 52 70 &2s, 110.6-13A. I 3�r 1&2s-1 7.r ANCHOR NOTES: ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HERRIA. Our ONLY PROVIDES MAXIMUMALLOWASUEANKHORSPACING. MAXIMUM ALLOWABLE SPANS AND PRE83SUREG INDICATED IN SPAN SO4EDULE SliALL APPLY. TaMI,&ANcHORTYP9. SELECTUMGN LOAD I ENTER ANCHOR SCHEDULE BASED ON PANEL. FASTENER SPACIK THE EXISTING STRUCTURE MA LOAD ON sHurrvRANos8.BcTspAN GRBNTeRTHANoReQuALTOSHU;TERSPAx.SEuEcr cowoc=N TYPE BASED ON APPROPRIATE NOMMOG cokontoti (SEE m0uoirms DETAILS ON SWEr 2 FOR IDENTIFICATION OF CONNECTION TYPE). 1 - PANEL FASYMOW ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS (-F--TRACK, STUDDED ARGUE, ETC.)� USE 6,27 O.Q RANMIASTENER, SPACING TABLE VALUES FOP. ALL -h-- AND -U-HEADERS ONCUWING BURDOUT CONDITIM). 4. ANCHOSS SHALL BE INSTALLED IN ACCORDANCE WITH MARLIFACTUIRERS' RECOMMENOATIONS� 5. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK. 6 MINIMUM EMBEOMEICISHAU. BE AS NOTED INANCHORSCHEDULE. 7: KM1MUM EMBEDMENT` AND EDGE OISTAAICE EXCLUDES STUCCO, DINH, BRICK, AND OTHER WALL FMMHES�VMLLFWSHESSKALL13EUMrreDT0114'MA)CORSiAUDEVERtFIEDSYOTHMTO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 9: ERE EXISTING STRUICTURE IS WOOD Emma, EXISTING ccmrrmw MAY vmwty. VERIFY THAT FASTERERS ME INTO ADEQUATE WOW FRAMING MB41US NOT PLYWOOD. FASTENING TO PLYWOOD is ACCEPTABLE ONLY MR SIDE CLOSURE fqeas� 10. WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SMALL BE LOCATED IN CWMOFNOMtNAL2'X4'(MN.)WOM,u,Zi�,�� ;'INSTANCE IS ACCEPTABLE MR WOOD FRAMING). WOOD STUD SMALL BE *SOUTHERN G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS FAN HEAD OP. HEX HEALL It* REMOVABLE AMMRS AREz ELCO PANELMATE, ALL -POINTS SOLID -SET & PASS BUSHING� 12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGENIENT OFTHREADS INTOIREBASE ANCHOR AIM MAY HAVE EITHER A PAN HEAD, TRUSS MEEV, OR WAFER HEAD (SIDEWALK SDL:n U,N.0, 23 MINIMUM r-Maeomewr AND EDGE DISTANCE EXCUIDES STUCCO OROTHOR WALL F[p9SHES. 14: DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, is. I& LINEAR iwwowm is NoTfERmrrMD FOR USE WITH THE ANCHOR SCHIECUES LISTED ON THIS SHEET. X: ?I Ln ;z 6 Pf ILI 29901- _2*2w 2 0.12S.- A IS GA 120, �094` T _1 10", r TYPI TYP �Ow! 91 L 2,00w 2,00D- TYE. .02 Ili* Iffy". (aw _11"M uI 3 380" MAX V3�1 0 313' -rjrZ. 0,,376' C LJ 0=41 1) 35W 0 2.001 I 27� �Al�, 00LO-OUT T" ZACK ANjr- Blt �3 Los 14 T @IL -All *I#WW DISTANCE _T"MoRvOkwvo //-,2,- MAX, MAX woo. /-axrgTm cuAGA==s==K 9 LLI co N7- - ;7� z "M � DISTANCE MAN Asw OR AWK AM= M MTV" # IV oz FOR oe" o� Lm nm On EMBED 4r 1-w ckcsm VArA M"AU 4 &4AA60M 3 820. E _w MA`C Ax, MINI N N4 A OPT Lsoir MIN. gig ML, i7x, -Am "-Room" 2 FEAR 0 0 a R W N Na E 1 Pf H I A "s" 0" C�ZM_005`AT T01P"0_RB0_TTV_6MPANVL ^LENGT-HS ACCEPTA&E R==�M Mo=r,F SW no M 3, SWE QOWRES RMMM M 044. BIRWOUT MOUWM M TASM AMM WHERE SEX OM4*S AM Nor useo wM OUADOOT Noutriw of PER DETAIL 1p 4, TAWX- APKXS TO BUT sOrRwrMpMkt WTOERS * 32,V OR 61r O.0 S, Fmas MY SPAN w Mm" usffio ONE (1) or Ise OpnMAL TOP oksanOM awimms PER -rX USM AW PIOUWF04 COMIMON S"N MTHM MAWINW. OKM#% (PER DETAIL L OPTIONAL INTERIQR FA, ENINGDETAIL ;_ - .5T ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL fAST91ERS 0 12.5'0�C MM711_0 M MEM rlm DOME" - I'Mumm, I Am El 'y Dun wy/110/40 w/00"'MR/w, ___v �;,Wleffifl IMEMUS/11 VeIll MEM IN 0, UK I r/ NMI' wo //,/// mmmoar/M/0 KEN 3/00/1"aly/Mol 9 �cmzm OEM Imsmamiucamm ........... MEMIM2 MEE I 1001 /40' /,1ASrPAWtVWAUW FROM INTEAM ENT NEL- 14�20 x r SA. StPtWALKaOcrqA kA04INE SCREW THRU W DIAL HM W(FKWffAWAWfftEOWIMGNW Wswa Ack (C*NNTvffAs QMONAL EGRESS PANE� DETAIL I ICIR FASTENING 2/4' EEM' E bXSTAMrff It sm Up To F-e spAu tip m w-ir I sroupwiz-r IMMM. CI C2 C3 cl 00"'Ey" C1 C2 C3 V4 i CRON" rRv C1 C2 C3 C4 ze ANCHOR PRESSURE TYPE (PSO , I IF S.r �AG SCREN 1215' ICE` Mir w 12$1 L&WIL4.1' u-, - 1 iKZ64 40 IF lw;� 1W 7�W' IZ�5r 160 9�311 CO' �2 my, Ic mol mr mr lItor 11.11 4-fr 12 Z 11 B, (�r 9,0" 3�9- 70 1M,laL - � I 1 - 11 16- ex 30 12.5- 1610, 711-4 Ti,_WiF HOW $3 L21VI talo"i islo, 1O.V1 1215' _.O- 1610o ILA' 11.5' ifilo' 12.T I63Y`I3a-: &1- 12.5- I&Cr 9p.r 12-V 16,0" WOOD SCARW 41 48 1114r" L04" 11,4VI 1.0- MY ISM" 7.8" 117 16 O&M &P 52 70 AM-1 12s, 1&0 1&0" 10.4-16.4- 7.8"14.8- 12.5�- 12.S` 1&0` - 1*AF 7.2- f" -9.- 121s, 12.. ISO* 14,2" SIr S�2*' W x 1-1/4* SiSM 33 146' 1&0" 12.V 160111"', :1 41 Z", 12.5' 16.0"183' 12,Y 16.0q &27 48 52 121v 160 ISAP r 12�5" LIZ, is.9"I &S, Iz.v 1&0" 12.Vl M311 5�61 izv if.81 7�4. yi. r it S" 4.V' WM 7-3 lilt' x W uqwD 33 1 6. 111 12.S' - ALL POINTS BRASS 41 WOW SLS�m 44 S2 R-S! !S_w1 'IT 71--1 a r I,' 4 Y' t ff i 47, 44.25 3.w Is' 1 jbJvjO&' 1. MCHOrtSCHMULEAMUESTOAUPRODUC-,SaRlTRWHeMNWTV&YMOVU*S MAXIMUM ALLOWABLE ANCHOR SPACTNG� MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN $PAN SCHEDULE SHALL APPLY. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE 2. LOAD ON SHUTTER AND SSI.Ecr SPAM GREATER THAN OR EQUAL TO SHUTTER SAUCSELEcT MATERIAL, 8, ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEZATIVE OM94 CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION Of CONNECTION TYPE)� 3- 'PANKFASTENM'ARE STLIDS USED IN CONJUNCTION WTTH ALL MOUNTING ExTRMous rF`-TRAM STUDDED ANGLE, EM)� USE 6,2S'O,r- PANEL FASTENER SPACING TABLE VALUES FOR ALL -H� AND -U-4iEADERS (INCLUDING MILDOUt CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOXTIONS, S. HOLLOW BLOCK HOST STRUMRE SMALL CONFORM TO ASTM C90 BLOCK, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM GMENT AND EDGE DISTANCE EXCLUDES STUCQD, FOAM, SPJCK� AND OTHER WALL FINISHES� WALL RNS"ESSRALLIkELIMITEDTO IW MAXORSHALLSEVERB-JED BYCTMERSTO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE, CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UNL-CRACKED CONCRETE ONLY. 9. WHERE DUSTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS KAY VA^ FIELD To 10'' VMERIE ANCHORS FASTEN TO NARRROW FACE 0 STUD F FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2� X 4- (MIN.) WOOD STUD (V EDGE OuStANCE IS ACCEPTABLE FOR WOOD F RAMING), WOOD STUD SHALL BE `SOUTHERN PINE` G-0,55 OR GREATER DEMGIY� LAG SCREW SMALL HAVE PHILLIPS PAN HEAD OR KEK HEAD, 1L REMOVABLE ANCHORS ARE- EUCO PANELMATE, ALL -POINTS SOUD-SET & BRASS SUSHM. i2� MACHINE SCREWS SHALL HAvE 3Jr MIMMIM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN WAD, TRUSS HEA% OR WAFER HEAD (SIDEWALK BDLT) U�ALO, 13� MINIMUM EMBITIMM AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL Masovs� 14 M DESIGNATES ANCHOR CONDITIONS VOUCH ARE NOT ACCEPTABLE USES, is: DIRECT MOUNTING CoNomow. IC LINGAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE AN04OR SCHWULES LISTED ON 'qqS SHEEI� -1 So 2 A Be - J�j > t < W12149R.Irm I, A a Ox Eli, .1, 1 j 99 w ii i � r., .6 ILI < ®r No su. w" BBB- ----------- r FS,,v ANCHOR SPACING SCHEDULE: 24 GAUGE PANEI S; PAWL FASTENERS 0 12,V CLC OR migm MMEW IMAM, EEWEM�sffmm NEW MOM M Kom M 11, __ MUM MMMK32MM MGM Eum M E oma EM 1 MR IN ta MIZI. mmmam F///,; �VN WI/ VIRM; �� 011411 RM/l WON, 011111 rMi MOM r/0, MHOMM/ el,11111ROM �00MR/M M/ ff-///// M wo/w/01 wo N MEA M wo N1i' /11r,111' wu EMI 1011/0 I 1/0 011% 5=11RIIIXIIIAIVURA' - a I W11111111" 010111111111, MR M ECIEWKMI�fflacku Y, flff�r1vFc7wM PIMKM By= uamamrw M KMEMEM URNEMMMUM PORI Knammm vmmmm M . 02 "K IFITA MEN Rafflumumma 9109"Mo NEW no ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL MSTININFIS 0 &2S'O.0 WA-0 SIT2,117i c mor. M. MMEWMaMMEM REMIMMME031E - , 0"MMMIMMUMMMMEUMMEM MWOMMEN MOB/ W0114 NN/ I 1 auffaVy/W/Mol/ REEAMMEM nano mmoliffim EMINM M INMEW 3/4* 1061E DnTANCE lux beam ANCHOR TYPE 1141 x 21 VOW 33 LAG SCREW 41 49 52 70 SPAN, UP TO W-01 SEAN tpp 70 V�r SPAN LIP 10 12'-Ir COM r.1v9 (n C2 C3 C4 COMPIrm C1 C2 CS C4 cloplit 10 ci C2 C4 IZS' 16!W 16,0' 12!r 160 IS.Cr 6.1" 12--r 16�W 14.Vl 60- 12,v mcr iccr 12�5` 1Swj1*x 6.0" 12-,r Mw _1 6.0' 12's. 1&T 16.w 6,9- 12'r N.W, 12.y, 16x. .1.4-7 12.Y' 1&0" 14.r &0* 125' I&Ar�14.7' &0' 1ZS' 16.0' 14.r 6.0' #14 � I 21r OWU 33 WOOO SCREW 41 48 52 70 U 41 48 52 70 - 1 ;5. 5- 670-- T -1&-cr WV !L5- icv� I L 1 7.0- tzr wr Mr IZS' IZS" uir izp- i-fiE -16.0' ICir mv 164, L4_r 12,0' IIA" S�46* ICO� At-, A-51 7,0' MV 6A* 12,5' sw, Izr ur A�t I&W 160 I&W 16,cr 9.7- _S:qj 9.6' Se 90 S,6' �KS, ILV 17.5' 120 I IZV 12's- 12s, 1&0` 1&0* 16&' " Ifi.Fi 9.7- 90 SJr 9.1p 16_.w - I __ mr 16.v 12.s- -jE,v- 12--.SSr' 1107 T1S.(Gr SIA' 12. 1, _12X 9 X 16.0w it-.-, ter" 4a. 12-s' i2_51 16 115.vi 9.r 9.V 12.S" mcr 9. L14-116.rr W-4e x Sir Hem �33 ALL KUNTS BRASS 41, WOOD Btst" 48 52 70 J12.5, 1601 ev 14s, mv so, L2,5' 12.S" 1&0' 71w 120, ar IZS" 6. 12.51, I 625"JILrI 4�7- j 4,1r 16.25-JI2.3-14,7", :.2v .29' ANCHOR NOTES: 1. ANCHOR SCHEDUU APPLIES TO ALL PRODUCTS CERTIFIED "ERM BUT ONLY PW� I%Nxamm ALLOWABLE ANCHOR SPACING, PMUMM ALLOVOOM SPARS AND PRESSURES INDICATED IN SPAM SCHEDULE SKALLAPPLY i 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING SMUCIFURE MATERIAL,&ANCHORTYPE� SELECTDESIGN LOAD GREATER THAN OREQUALTOMEGATIVE DESIGN LOAD ON SHUrTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN-10-ECT CONNECTION TYPE BASED ON APFROPRIA71F MOUNTING CONDITION (SEE WINTUPO DETAILS ON SHEET 2 FOR IDENTIFICATION of aDwNwno*Tym, 3 'PAWL FASTMEW ARE STUDS USED IN COWUNCTION WITH ALL WoWNTING EXTRUSIONS jrrIR40(� STUDDED ANGIE, Mj� USE 6,2$- O.C� PANEL FASIEN[M SPACING TABLE VALUES FOR - ALL 'H*- AND 'LP-,4EAOERS (INCLUDING BURDOUT CONDMONS� 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE ViITH MANUFACTURERS' MCOMMEMI)A'170W� S, HOLLOW BLOM MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. C MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND E0612 OLSTAACC EXCLUOrS STUCCO, FOAM, WJM AND OTHER WALL ffh(SMeS. WALL FINISHES SHALL BE LIMITED TO 1/41 MAX OR SMALL BE VERIFIED BY DMEAS TO ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE� & CONCRETE ANCHM NOTED HEJ%EIN SMALL OF EMBEDDED TO UN -CRACKED CONCRETE CNLY� WKMEXLMNGSTRUCTMISWOODMMIN(�,Oa,-MGODWnUMMAYVARY FIELD VERIFY THATFASTENERS ARE INTO ADEQUATE WOOD BRAKING MEMBERS, NDT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY MR SIDE QjDSURB PIECES� 10. WHERE ANCHORS FASTFATO NARROW FACE OF STUD FRAKDO, FASTENEASHALLSE LOCATED IN CUM OF PP=AL 2* X xe DISTANCE IS ACCEPTABLE FOR WOW (Z COG FRAMING)� W STUD S=)=j:DpINE' G�O.SS OIL GRE0TER DENSITY. LAG SCREW $HALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. It U40VABLE ANCHORS; ARE: ELCO PANELMATE, ALL-POWTS SDLID-SET & BRASS BUSHING, 12: MACHINE SCREWS SHALL HAVE Ilr MMMUM VaAGEMENTOFTHREADS INTO TIE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLO V,&O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINTSHES, m iM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, M * GINS T=%� LiNt CW Ag V Lon IS IT S. J�� D FOR USE WITH THE ANCHOR SCHkWILEt, LISTED ON THISSHEET, a/4" IDGII aWrAIUM MAX OBSION oRt$viu T 6 owim CI C2 C3 C4 QQMNTY" CI C4 COMCrrP9 C1 CZ CI C4 LAG ScAeff 41 48 IzS1 �6__01 16.V LV I IF 4� LIA' _12--sL IS.W AW AfiPr 11!�. Y w 12's. wir L, F _4'. F" Mr 1&0" 7.e 3,r #14. 1-ur 33 'Vow SCREW 41 48 52 70 115" �T' 12.5" 161ir Az 16.V 14401 iir llix 103' 12,5' 12.r 12.r 1&0" 1&0" I&V 1,4' 2' .91 12.,V, i�c_ir 14,r 7XI E, S.e 12.V x2s* Lcir 6.v 11%v 7.81 12�5' I&Q, 14.r A` 6.25' 10�1' 3.Y' IJAP x IAPe EMM 33 1 41 TAP GRIP 48 ammolmomom Iiz 70 -.twk, -!Lr wr itco. is.s. 176. 12.5, LEV 1 -kr NF -&r 1 16xl SIV mr'ica, :12.1 a ISf to. r 9.91 IZr 12.r 1CIr i&r 7-4' cr 12.5" r 14.0' Fir 5�1' 4,r 1. 7,4" 12�5' ITO" S.I* &1v qW, 4S, 7/16' x %w 33 ==15 41 40 52 70 I;Ls- 116.0- &1- LZ�S" 15.9* $.61 6.2S' 10.4r 6.61 12-r Izy, L.-P 1 &wjIwj 3.r 1 ANCHOR NOTES' L ANCHOR SCHEDULE APPLIESTO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE AN04OR SPACING. MAXIMUM ALLOWABLE SPANS AM PRESSURES INOWAIM SPAN SCHEDULE SMALL APPLY 4. ENTER ANCIVR$CHWULE BASED PR PANEL FASTIEHER SPACING, THE EXWTINS STPLKIURF MATERIAL, & ANCHOR TYPE. SELErT DESIGN LAO DREAMER THAN OR EQUAL TO NEGATM DESIGN PAN THAN TO SHUTTER SPAN-5ELECr CONNECTION TYPE BASED ON MOUNTM COINDITION (SEE MOUNTMGOETAILS ON smff 2 FOR IDERTIFicATIon OF CONNECTION TYPE). 3, "PANEL FASTENEW ARE STUDS USED IN CONYUNCTION WITH ALL WUM14G EXTRUSIONS Or-TRACKSTUDDEOANAMEM). USE &2W� O.C� PANEL FASTENER SPACINGTABLE VALUES MR ALLH`- AND *U'-HEADM (INCLUDM KaMOUT CONDITIONS). 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH KAA[UFACTURBRV RECOMIMENDAIIONS� S� HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK, 6, MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SOHEDUILE. 7. MINIMUM EMBEDMONTAND, WGE DISTANCE EXCLUDES STUCCO, FOAM� BRICK, AND MER WALL FINISHES. WALL FINISHES SHALL BE UNITED TO I/V MAX OR SHALLBE VERIFIED &YUMERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURL S. CONCRETE ANCHORS N0TPD HEREIN SHALL N EMBEDDED TO UN -CRACKED CONCRETE ONLY. 10, WMM ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SI-ALL BE LOCATED IN CENTER OF NOMINAL 2* X 4- (MIN-) WOOD SWO (y4* DISTANCE IS ACCEPTABLE FOR WOW FRAM04% WOOD STUD SHALL BE -SOUTDOEAN PfW G-MSS ON GREATER DBMW. LAG SCREW SHAU HAVE PHILLIP$ PAN HEAD OR HEX HEAD� It, REMOVABLE ANCHORS ARE: ELCO PAHEIMATE, AUL-POINT9 SOUD-SET S, BRASS SUS�O*G. IZ MACHINE SCREWS SMALL HAVE Ilr MINIMUM ENGASEMEINT OFTHREAM INTO THE BASE ANCHOR AND 14AY HAVE- EMU A PAN HEAD, TRUSS HEAD� OR WAFER HEAD (SIDEWALK BOLT) U.N.O. Ll MINIMUM EMBEDMEW AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES. 1* 00 DESIGMTES ANCHOR CONDITIONS WHICH Aft NOT ACCEPTABLE Usr$, 15, DiNEcTmouRrINGcouirwis, 16, LINEAR. INTERPOLATION IS NOT PERMITTED FORM WITH THE ANCHOR SCHEDULES USTEDON THIS SMEET. < Son tn % U) al , In z < LLI 1 En w,118 Z c- cn co cc]- =0 2 -4--1 (D (D f; cp -cu u), 0 0 ca. 0 LL 0 > -0 E= (D "o (D C/) U) c- cu 0 U) cn (D > 0 (D 40 C) -10 cu 0 0 cn LLJ z < SHEET NO. SH 1,6 �7 L Z0� IYOT 71