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3245 Moulden Hollow Dr
F Q a a L E N NA Fl4tsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813-574.5700 1871 REAGAN Version Changes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FBC, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2011 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 sllf{�.L GO (2014) FBC RESIDENTIAL CODE NA ES p( ©R,'04 LCr MFL, wmq AND rHELE'C;r?;. t �0 CC�:f PORCHES AND BALCONIES �� CI C' w CHAP.3 ANdii HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE REVIEW EVIE )Ar CHAP. 10 C+'T"y OF ZEFpN EGRESS WINDOWS PLANS E'er � ILLL� CHAP.3 NER jL 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: A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A-1 A43 2ND FLOOR - ROOF FRAMING PLAN B-1 A5.A EXTERIOR ELEVATIONS & ROOF PLAN A-1 A53 EXTERIOR ELEVATIONS & ROOF PLAN B-1 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 SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.I 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 PROFESSIONAL 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. J Q =w� x w oZWLL Qo Taw o j2w zp wO ow_o w z m -w 00 -O-Et, Z g� H F- Q Z 4k, S ALL/ Q 2 - L Q O r .4w//W 0.. IQ Z LL h� F- O w - n� y _ w Z � Ow U �- Q w t C9 - of _ (n ,w..,.y,_� w _off F Q 0 W U 7 M `' 7 k`t�1NO t CM E _ o � '_ o LL- S .N w O° L cO E W a N W/� W ow WF-~ mmJ -i 0( WOH wg~zw z w<wo V LL Q V ¢'� =�X zIr �Wa 2ZOWFnir 0O Jo Ozmo H¢_ Z= 2 O O U) Z o a Www�zLLIx¢O <F_ w<F -i z owvCL �Wo2v�¢ OOLL Q L¢ Q <QLL O O CV z w (n O (MO 0E--O Q(/.Mu') LL <wLo OL (M aU<00 Z F- W W JC) O N T_ MCV O N O c o 1 C0 0 �n L N z z -z O owcn C) Z f-O�:a. Zw Q 0 W Q �m0Z X LU =z (= v O 3 J Z �mzwazz i� - O w D�2W Q ,--� = Q z �..Z o U Z Ua O0 Cr Z Q Z w W N Co LAST PLOT DATE � > Oct. 10, 17 z 0 COVER SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) r 13 A7 I 5'-0" I 5'-2„ 1 Y 2'-0" I ! I IHB - - ❑ -� o I of 42" X 42" A/C PAD --- 6' X 3' - T-2" 3,-4„ 3,-4„ ❑ ❑ ❑ ❑ FOUNDATION PLAN 1 /4„ = 1'-0" -2 5 0 Lf) J S6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R J = g W ~UZ ❑ = FILLED CELL W/(1) #5 VERTICAL 0 Z W Ei = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB w 0- Lu 0 = FILL CELL TO ONE COURSE ABV PIPE w O (NO REBAR) w Z m (2) 24" #5 REBAR PLACED DIAGONAL Q w M AT CORNERS z o PLUMBING NOTES: 0 0 5TH EDITION (2014) FBC PLUMBING CODE u- 5 W SECTION 604 w luu p H 1. TANK TYPE WATER CLOSET VOLUME Q W 1.6 GALLONS w Z 2. WATER -FLOW RATE. = W 3 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. KEYNOTE LEGEND KEYNOTE ANNOTATION 1 THICKEN EDGE TO 8" ,'2 > 1-1/2" DP X 9 1/2" WIDE RECESS 3, 3/4" DP X 13" WIDE RECESS 16"WX16"DIP CONC FTG W/ 41, (2) #5 RODS CONT. 5 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT 6 24" SQ X 16" DP CON. FTG. — W/ #5 RODS AT 6" O.C. E.W. 7 BEARING WALL 714 U LL � = o o H Zp o �- 0w,' A - Lo o V 00 �, 1' W U)w F- /A AW, 1.1, E JJ i 0,0 "? U cM N b N V -0C a M 2 _O OAS .N s ua� mQ V Lu Qv E C rn W o O ,jj a v w W wW_ wgLU � wYz� Z W C7 W �j J�03w�U0��0 Q Q U xJZI�LIL�Z'2��I—QQ Z) o ~p wwacl)a�vowwt'_Fnxw<'o w o Z LL agWOwF�Zgwo�c0 a. Y Z Q OLL Q 0 =O ogQLL N Z O IW— >C)a 0 cM � o Q M L0 LL ti QWQL? w - M �Uao Z I— w _I O 0 o qt N !to Co IN ! C6 O N IV �I O O O �� ' /n `1J •L N °' t� > ti(1) V W/ ryn. LL a. C 0 O Q r-� z -sez OU a o Fmm m z Al uj cN4 M LAST PLOT DATE Oct. 10, 17 Z Z Zo W W CO U�> 0 �Q wW w�H H� mOZ 2 Z 3 W Z a2w CoZ z T Q n z Z w J 0 z 4-0 0 FOUNDATION — J ll PLAN B O N r 7 N 9 NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 1 9'-10" 15'-6" 4'4" co Lo SH 35 HB H D AT 7'-4" 14'-8" LR .INE v .INE OF -LOOR kBV 12" H. .OW >LOPED NALL 16" HIGH ,ONT. ZAILING LR .INE--� FOYER iv 1 2 I v „o LIVING ROOM 17'-11" X 13'-3" 8'-8" CLG 3'-8" 5'-11" I 1 I 2X4 KNEE WALL, TOP 1 AT 34 1/2" TB i 0 H 1/2 34 AT 7'-4" o M T P.GLA& cn 2'-9" 0 1-21' 1 ENTRY 8'-8" X 41"4" 1 7,-4„ 1 8'-8" 1 m� w� TIE BM AT 8'-8" 60 in m00 w �a 5068 SGD DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 4„ 6'-9" 1- T-1" i-1'-11" 1-2'-4 li a I KITCHEN 14'-1" X 9'-6" 8'-8" CLG 4'j:cwo o0 N 20 MIN FIRE RATED DR W/ CLOSER 4" INSULATED BRG WALL CC S3 2'-8" 1 --� --_�—� FLR LINE v 11 0 FLR RANGE LINE ...... 4" INSULATED N BRG WALL 2068 PANTRY (4) 16" DP SH W/H PROTECTIVE BOLLARD 04 CC:)S3 TWO CAR GARAGE 20'-1" X 20'-0" 30'-0" LINE OF GARAGE IN OPEN POSTION � I 16070 _ 00 LINE OF STRUCTURE ABOVE 16'4" 2'-8" 21'-4" 7 5/8" S6 S6 N N v � N N in Fo CV N F_ xQ C4 T Co 4' 8" FRAME WALL -� NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S1 2 '1873'FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S 9 UNLESS NOTED OTHERWISE A7 LINE OF 1 ROOF 1 BELOW 4'-5" 25'-7" SH 25 1 DRAIN HD AT 7'-2" 1 SHWR HD EGRESS & VALVE v I (4) 16" R & S r� I DP SH — — -- --I 2068 BF 00 � N Un dd� MASTER BATH 2668 En 5'-4" 5'-8 7/8" iv FLR LINE g �— FLR MASTER SUITE CID LINE I 14'-7" X 12'-8" N TB r, I 8'-0" CLG O W.I.C. 1 S&R co — — — — — --_ —� N I T - (2) 2068 BF R& S 1 41/ ILOFT 14'-7" X 9'-1" 8'-0" CLG AHU 17 BEDROOM #2 A/C RETURN , 10'-11" X 10'-0" UNDER DOOR / 8'-0" CLG FT Ilz o w M 4'-11 5/8" 1 3'-8" 4'-10" '-2" 2'-11" 11" 3'-4" 2'-10 1/2" 2'-10 3/8" W/S AT 4" A 60" AFF 6" x36" V-3 1- N__ M 42' H. 16 -- UTILITY 266 ATTIC �Tptl 5 N LOW 6" ACCESS L — — — J WALL iALL WALL 14 = _ = BATH #2Q 3 in 42„ H 8 A7 FLR 7 SLOPED DRYER LINE A7 1 N LOW WALL 8 VENT 2668 TB �- 11 10 HANSEN -- - - - - BOX 2668 R & S — — — — — — N— FT 7 _\/ 8 IrR 7 ----- E(2) 1668 068 BF OPEN TO 6 `V O o BELOW 4 12" N 5- - 36" H. SH CONT - --- - 3 _ 00 RAILING BEDROOM #4 BEDROOM #3 „ „ 9-10 X 9-11, 1- 0 0 X 11'-1 11 8'-0" CLG 8'-0" CLG o SH1/2 3 HD AT 7'- " FRAMEI WALL 1 4" FRAME SH 25 HD AT 7'-2" _ SH 25 WALL EGRESS HD EGRESS 3'-3" 5'-5" 4'-1 " 10'-4" 6'-1 8'-8" 21,-4" 1 30'-0" ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone = 4 ft.) As per Florida Building Code 5th edition (2014), Residential Table R301.2 (4) (Wind Speed Conversions) 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 -29.3 25.9 -29.3 e 4„ CV co LO N ~ U) �w tmow 0 N N 0 N GENERAL NOTES: —1 = w ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. z o w VERIFY ALL WINDOW AND DOOR ROUGH OPENING w Q p w a m SIZES WITH THE MANUFACTURER'S SPECIFICATIONS.wo j INSTALL RND DRYWALL BEADS AT HORIZ & VERT w z_ LL CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS Q w NOTED. O N USE SQUARE CORNER BEAD AT DRYWALL NICHES & H H _ REC CLG DETAILS; REC CLG SURFACES SHALL HAVE ~ F= SMOOTH FINISH. u- D o w LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND v Z , THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER Q w CODE. w z O ALL ANGLED WALLS TO BE 450 UNLESS NOTED = w 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. 8" CMU W/ 1X3 PT FURRING STRIP, � R 4.1 HIGH PERM, 1/2" GYP 113 ,u 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. m w Q ti CO = N o z p O �— o -�- TLC �. o 0 W_ w Oz ♦ ©R y 'A ,N 2 O Q ; , f' a ms Op 1w �w �� Q C 'O C? U 0 MN N di N V pw co'-' A� i t p �t r}/ 2 O0 a: 2 g o . U pg °' < N U w a:: E 2) W :• M Q a BEARING WALL 2X 16" O.C. w W w _3 w z W/1/2"GYP. (DW Q� J�03��ti0o�J_o Q Q V �CiOJZ��ozmo'F-QQ ao o�oom z p=FILLED CELLW/(1)#5VERTICAL ~O ~O U5Luaa�65www�5ww<:3 ®= Z FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB � LO Z ¢ a W o g_ � � �_ w o � 0 < F- YZgQ p= FILLED CELL W/(2) #5 VERTICAL o a o aLL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) It STAIR DATA O O STAIR CV MARK RISERS TREADS LANDINGS TOTAL RISEO LU A 16 AT 7 9/16" 14 AT 10" 1 10'-0" > ~O co O SQUARE FOOTAGE: UNIT'1871' Q inI.n co In ILL. V- FIRST FLOOR LIVING = 780 SQ. FT. Q W SECOND FLOOR LIVING = 1090 SQ. FT. TOTAL LIVING SQ FT = 1870 SQ. FT. a r C co G ENTRY = 38 SQ. FT. } GARAGE = 443 SQ. FT. Z V ~ TOTAL SQ FT = 2351 SQ. FT. Z LU W J O O d' N T_ 0 M N CD O CDo (V NN �-> 1� Z O w L _ (D Z w r Q =m W Ur O z � Q z 0 w � �a Q T-4 .. Z Z U� O0 z A2 W C"14 (Y) LAST PLOT DATE Oct. 10, 17 z w w H F- w z z Q z Q Q z z w J It 0 0 U FIRST FLOOR PLAN - ELEVATION B1 1 /4" = 1'-O" SECOND FLOOR PLAN - ELEVATION B1 1 /4" = 1'-O" z A-# O 1ST & 2ND FLOOR _I I I PLAN B1 LOFT 42" H. SLOPED LOW WALL 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. ENGINEER SEE SHEET ST TRUSSES FOR STAIR DETAILS 1/2" DRYWALLS PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2„ = 1'-0„ SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" " NOSING 1777 RISERS CUT FROM - -_ -_--- -_ 1x MATERIAL TREADS CUT FROM / 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0„ 1" 10" CNOSING L—L io rn (3) PT 2X12 STRINGERS LANDING STRUCTURAL SHEATHING 2X8 SYP STUDS SET TIGHT TO ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) SCHEDULE - ALIGN EXT. USP MSTAM36 STRAP EACH FACE OF SHEATHING W/ STUD ((1 STRAP EACH SIDE) EXT. FACE OF CMU BELOW CENT��2�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - 2X8 #2 SYP P.T. BASE PLATE STRAPS TO BE ATTACHED SET TIGHT TO SHEATHING _ DIRECTLY TO CMU W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. *CENTER OF STRAP AT AND 6" FROM EACH END TM/ALL TYP. U.N.O. SEE PLAN T/WALL 8" KNOCKOUT COURSE r W/ (1) #5 CONT. O SEE FOUNDATION PLAN Z FOR FILLED CELL w SPACING. --� 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. (1) —J Q W 117 p Z w U) n o wQp att >0 W = 2! Zp� b o_ ErUm O r wZw > �„;f: Qwv = ,r, .,� O � N Q �zz �s r&LIO G I a _ F—Z~ F-p . =w: Q �w nU-<Z _ o 'fx, Z }Z~ lL p ppow. .( 1U't�',�a W J% It �✓ 0 U Z W In Z(!) F- p p 2 = p F- F- Q N j 00 o M 'O U M n �i 4- Nova t' h N a0 V M r—- = 5 0 co) O LL ,t C �N u w Q,:;i a) L o E� rn 70 v rl� v0 w w � Ld uj w 0 F— W H~ � � Y Z� Z 0 (� `w, Q Q U �Q-�0)O�m0LL000 D0OJZIr ILILoZmO11 F-QQ F. C'1 oz Ov)w�aOZOR00W-jrmo -iy Oa�zozzzw�WO�Ht-�o�Q v o to Z 0 <LL oo ao¢ZQgQ YQ i O O (V 01-- (n O 0 1.-7cM O Q (/) M r- Q w Q L? W M Q>-Q°° z I— w w J� O JCD N `° CM 0 N O rn " O O O `W 1..� Z -Z O W wwu� z 1-- 0 rQn ZwF-¢ V XF- W Q m�� 0Z F- = ZW v Z�Jce 2 �--I Z it O aZZ a�w O 2 � Q TI Z TZZ < p Z U U a oo z A3 Q Z Z W. cm ui N N (Y� LAST PLOT DATE Oct. 10, 17 z J j i DETAILS E 11. � mo WE If 1 P I. , _ N 0 N N 0 2'-0 3/4" V-11 1/4" 26'-0" FFRAMEDo BY SECOND FLOOR - FLOOR FRAMING PLAN 1 /4„ = 1'-0" rio N 0 h 9 Cl) v M N SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1 '-0" TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATIONS TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT15'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. PLUM 12 0 REFER TO El PACK FOR CONNECTION. CJ5 0j CJ3 `�, i� LO U CJ1 U U 16 2'-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING REFER TO EP PACK FOR CONNECTION. cm CJ3 O r 1'-016 2'-0" TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART 4 L = HUS 26 (USP) d d = JUS24 (USP) \= THD46 (USP) Total Truss Quantity = 93 Labeled End Mark Z/— ATTEI�ITION I DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bt 30' Span or I ss 60 degrees 30' to W Span Spread Bar or or less 1/2 I 1 _ 2l3 to 1/2 Ta M, span approx. Ta Rne span approx. REFER TO BCSI —1131 Truss must be set this way I crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. r�Genercl 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 HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-81 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK I'WALL KEY = ,I 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 PROJECTYARIOUS MODEL :1873 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2 1871B ALT DESC OTC : LOT : BLOCK: [EGER PAGE D 1 2015 SCALE 319839R 1 4" "=1' ??? 178/02 9:52 AM CCA48.dW9 J Q = w � W 0Zw Q0 W CO o WaW N WOE OW .. o U U U- a 04, 00 04 t—�rp� zo A v <: .'` } z At 1 U- Z) , 2 U Z e asp - F°'.'�'..• —yj =o �� Q W L ,O °? U CO N b vi t ' N in v = U r O M w U a � � �N t' w Q� C n' V N 7W� 0 C co W wW O �C QLQ I�t0 <0< ieoH o QU� Q � =zU-U-9z2Swoow0 (on.ww jzO —QQ Qw>VjW�WIr °OZ oW 0Q p JQ VQ Q wQZ Oo o ga ILL 0 FatL 0 0 ZW O� U) 0 _> O M O rA CIO I" - ILL itd,M_ Q�Qoo z V F- W W j 0 J N CM 0 N O C6 d' " O O NL (� 1 Z Z oO WU) WU[:> z �O�a Lo -0 ZW�Q ran Q �moZ W �o Z L-w T� n W Z Z W o ono ° a- W 0 Q T� �2aZ Z Z p U v g O� W OC Z z J WC-4 (Y) LAST PLOT DATE Oct. 10, 17 Z O 2ND FLOOR ROOF J FRAMING PLAN 1 t, v �— 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" 910 S IFFIT DETAIL 3I4 - 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V o 8" V-0" V-0" 11 LEDGER DETAIL 3/4" = 1'-0" 19'-0" 7'-4" T-8" 1'-0" 11 0 ---------- N SLOP5ET1T-- o ;_ I wT O N J 77 U)U) -7'-0" RIDGE VENT SLOPE SLOPE —5:12 5:12�_" w a ON J 77 MI6 SLOPE 4__�5:12 E SLOPE Zo 5:12 L----- '"411'-0" ROOF PLAN 131 1 /8" = 1'-011 ELEV AT 18'-0" - T.O.P. FLASHING ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" - T.O.M. —er ELEV AT 0'-0" _ 1ST FLOOR FF SHINGLE ROOF -, 5� FLASHING 0- 0--o! I � — CONTROL JOINT ASSUMED GRADE FRONT ELEVATION 131 1 /411 = 1'-011 12 51- ELEV AT 18'-0" -3" 0 DECORATIVE CEMENTITIOUS ELEV AT 10'-0" FINISH N _ 2ND FLOOR FF 10 - o W CONTROL W 5.B JOINT _ N = _ ELEV AT 8'-8" _ T.O.M. A/C UNIT AND PAD co ELEV AT 0'-0" _ _16 1ST FLOOR FF GRADE LINE REAR ELEVATION B1 1 /8" = 1'-011 ELEV AT 18'-0" _ T.O.P. Ak ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1 ST FLOOR FF GRADE LINE RIGHT ELEVATION 131 1 /811 = 1'-011 12 51, ELEV AT 18'-0" I T.O.P. 1'-0" 7 12,4, 13'-8" 12'-0" ELEV AT 10'-0" N z = 2ND FLOOR FF O w CONTROL CONTROL SLOPE JOINT �" {� JOINT 5:12 I ELEV AT 8'-8" _ T _ _ T.O.M.- - J - — — A/C UNIT DECORATIVE AND PAD CEMENTITIOUS 1'-01,FINISH 42- ELEV AT 0'-0" , 1ST FLOOR FF GRADE LINE LEFT ELEVATION 131 1 /811 = 1'-011 A/C UNIT AND PAD FLASHING DECORATIVE CEMENTITIOUS FINISH 6" X 1"THK CEMENTITIOUS BAND 16" X 1"THK CEMENTITIOUS BAND 6" X 1"THK CEMENTITIOUS BAND 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 = 1225 SQ FT VENTILATION REQUIRED = 1176 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN 12 ROOF FINISH PER 15 ELEVATION / ---ROOF SHEATHING MANUFACTURED ROOF TRUSS iALUMINUM METAL DRIP EDGE 2X4 SUB -FASCIA 1'-0"ALUMINIUM WRAP SOFFIT SOFFIT DETAIL - 8" TRUSS HEEL L3/4 — 1 -0 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS >` METAL DRIP EDGE 2X4 SUB -FASCIA 114" ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 7 3/4 — 11-011 6" N (V O - oo O - �-150 EPS 0 FOAM F� BRACKET DETAIL 8 L lit 5" 1" 3„ 1, ..,, (V N 0 00 \ CD -EPS iv FOAM iv FOAM DETAIL ilBRACKET 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 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 Q it ~UZ t~i W Q 0 � o N Waw F= - o w0� of U caIla z Ow T •- Lo w w , 0 co o 0 N ILL �. z H p U d �., i a Z Z A >n � Ll-' co — `>, w ,\ F-Ow W p H,M`,���� O' U9� I c>, «: z .,r `* p maW w_ 4, ' wZF- 0= w w r z w /N >o r, o W L -0 `? 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PTO I !DISP ;REF DW--GFII -i4 -. 4 KITCHEN -FOR- HOOD �I (V GFI GFI ' GFI WH, LIGHT AND ELEC`'— - SWITCH IN PANEL ATTIC LL " TWO CAR GARAGE GFI 0 GFI r GFI -110V CLG MNT. OUTLET.__. I of 0 04 LINE OF -- STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN 1 /411 = 1'-019 - - A/C DISCONNECT -- WP GFI —ELEC METER MASTER SUITE CD 7'-3" -- F -� S' CM S uuu�wvin #4 LINE OF ROOF BELOW -. LINE OF ROOF BELOW SECOND FLOOR ELECTRICAL PLAN 1 /4„ = 1 '-011 BEDROOM #3 NOTES: 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.1. 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 NEMA 1 �---- ---- -0, #12 copper to 20 amp dots 200 AMP i - - - -- #10-2 copper to WH #10 3 copper to Dryer I METER I --- 210 or 4/0 SER Alu MAIN 200 amp 150 amp Disconnect POWER CO. FEED - --_ -- 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: -INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH O J io - SWITCH DOOR JAMB 4 1/2" DUPLEX _ OUTLET TRIM ih BASE — TRIM `c NOTE: N > o � o ALL DIMENSIONS ARE FROM L . M 1 o ROUGH FRAMING i, ,? N M M �} E �o .� ELECTRICAL LEGEND: •- ° , ° .0 v 13 Nq NOTE:.ALL HEIGHTS ABOVE FINISH FLOOR •� i LU 0 c OM 110V DUPLEX OUTLET AT 12 a a p 0 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 HORIZONTAL 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 E� TELEPHONE OUTLET AT 12" OR AS NOTED ❑ w 0I- _ TELEVISION OUTLET ATI2"-WIRE FOR W Ujo J�o���cYiQo jo CABLE & SATELLITE Q Q U <ax zwwpzg�❑ILL-QQ SW!% STRUCTURED WIRE OUTLET ~O ~O '0 Lu a- � � w w w N x w ¢ ❑ w �OEOZYeazz'-owU,n. SWITCH AT 36" �� O Z Qpw �t_P �YZ�¢❑¢ ow- o D oQ 3 WAY SWITCH AT 36" `� a o a 4 WAY SWITCH AT 36" PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" 00 4j PUSH-BUTTON DOORBELL Z N -A;- CLG MNT LT FIXTURE O W Y 7'13,>- CLG MNT PREWIRE - FIXTURE BY OWNER W O O C- SURFACE MNT FIXTURE I._7 (0CD T Q co WALL MNT FIXTURE a .,J 40W A 6" ROUND OPALEX - ALOTERNATE 3 i TUB/SHOWER 'USED MAYBE Q W<IU) 4;)' 50W PAR30 NFL 6" WHITE BAFFLE USED IF a �j APPROWNERVED BY ti RECESS CAN OR ,LED 00 8' 50W PAR20 NFL 4 MINI R z Vz < ~ _ ROUND RECESS Z 1050W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL J O _SFr CLG FAN PREWIRE AND SWITCH CM) COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR s SMOKE DETECTOR �U-18- UNDER CABINET 18" cS-18, SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" I =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP -= U-36 UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP I D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP �\ co --- D-48 DOUBLE 48" FLUOR STRIP o (V 24 24"CLG MNT WRAPPED FLUOR LIGHT CD" 48 48"CLG MNT WRAPPED FLUOR LIGHT ' 0 24 - 24" VANITY LIGHTING 36 36" VANITY LIGHTING ' .0 to 48" VANITY LIGHTING L EXHAUST FAN/LIGHT EXHAUST FAN > DOUBLE FLOOD LIGHT W/ COVERS AND ' Li. Z Z 150W PAR 38 FL � w wLD INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR (DU V > CEILING MNT SPEAKER _ CHIMES (DELETE W/ INTERCOM) _0 I- O a WMIM MASTER STATION Lo Z w M Q E�7; ELEC PANEL C7 of I__ VACUM OUTLET AT 12" Q 3:m O z ## Uj ~ t III Z L� 2AI� CEILING RETURN AIR (W/ SIZE) Z 3 ER A/C REGISTER < Z 0 THERMOSTAT Z Z U_ TP SECURITY PAD C) LU a w ELEC METER 0 Q �--i CO Z z ELECTRICAL SPECIFICATION NOTES: Z Q O ELECTRICAL CONTRACTOR MUST VERIFY WITH THE Z U SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE g USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. O 0 11 co Q z Z Z w J w C) N > M LAST PLOT DATE Oct. 10, 17 Z 0 1 ST & 2ND FLOOR ELECTRICAL PLAN B 0 M omffmt=l 7 1 1/2" FILLER Lo RANGE 1 UG 1-ILLL.1\ L f �LLC11 KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH� cV 0 co CV if) I SHWR HD VALVE I I 1 �I I LINEN CLOSET i 1 1/2" FILLER 3'-0" 1'-9" 2" FILLER 11 1 1/2" FILLER PANTRY 4" BACKSPLASH- REF SPACE VERIFY W/ MANUF ,I 0 I 3'-3" 1'-91, SKEWED 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" O M lV 0 M 2" END PANEL 43 KITCHEN,ISLAND 1/2 —1-0 °O HOLLYWOD °O STRIP LIGHTS SHWR HD o M co WALL 30" HIGH MIRROR - 1 0 N T 0 4" VALVE `' q o Bo BACKSPLASH oo co "v SPIGOT 1 _ M M O cD 2'-6" 2'-6" 3'-3" 1 4'-11" T-0" V-6" 2'-6 1/2" 2'-9 7/8" 1" FILLER 1" FILLER 4 1/2" 1 1/2" FILLER 5 �TERBATH 6 MASTER BATH 7 BATH #2 1/2 1/2 — 1 -0 1 -0 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-011 T.O.P. Le= MASTER LOFTF] SUITE - Y 2ND FLOOR FF \ ELEV AT 8'-8" _ T.O.M. l SEE SHEET ST FOR -TAR LIVING KITCHEN PWDR717 1 ROOM BATH 60 a o �:X�SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871 - BUILDING SECTION 3/16" = 1'-0" WIRE SHELF "HANSEN"BOX 220 VOLT WI i----- ----DI 14 1/2" X 16" IDRYER VENT RECESS I I I I I I I I I I I I I I I I I I I I I I I I u I 8 �/2 ��—l Y1 '-0" `4" 4 KITCHEN11 1/2 — 1 -0 X4 WALL OP AT 34 1/2" U E MN W O O 2 0 �= oLL �8 u �N .t a f' w Q� ` O E cl M m Ow wpF- W (' W Q Q U w�H a'J a'�~zow �j5< JNO�WywU00�0 >Cio puJF0l0apzo za LLazo z Q Zj ¢U = Q Z¢W���W�U) a(wo(L uJ c) plzo �Z0Va. ¢0 ¢ LL 0 Q <LLQ �0 O O N Z O F- > (n O O 0 F- M O Q w (M p- U) LL d' Q w Q M r 00 Z U F- W w J0 J O N M 0 N O N 0 d� O o o 1 Co NL E a)v- 1 Z Z -z o Ww�� owU) a) z _UDFy0 F— 0 CL Lo Z wILU Q IX Q ~m0Z =H=z J z � Z rF �mzw z QQ 0a w w' o Q rl Z `�ZZ p r l� Z ~ U v g Oo W z J W(NN (Y� LAST PLOT DATE Oct. 10, 17 Z 0 B - INTERIOR J i ELEVATION 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 (CCAC) 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-0, 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 AnEAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 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 34NCH(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 t 2 INCHES (914 t 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 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 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 ad. (2014) AND FLORIDA BUILDING CODE 5th ad. 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 COMMENCEMEN T 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. 1 ST 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. BALCONYAND 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/O 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 "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U360 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A185M-04A MIN. GRADE 40, f'y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH • 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" GI-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Prn =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si 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 V 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NONSELF 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 ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment 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 1'-0" away from the building side walls. 3. Imgation/sprinklersysterns including all risers and spray heads shall not be installed within T-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - C n rete ove ur nd mortar along the foundation perimeter must be removed �ieore exter�oor so, treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewells. 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 departmen! 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 Departmei it 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 T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 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%" 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 3/". 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 !NDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Q =w� � WQD=C3wa.W o j2W w o zp OW o WLn z U_ ��Yq• __yam /� I = m �- _ o O D F- Z Z 4- W WLL 0 m z UJ .- 3: H F=- in 1`8 E W so `! U MC-4. '�• N �� vi V �C3f � M 0 2 8Q O iCg R Q t Ups "N V w Q:;� 0O ci ` a a ILL! Cr (9 W IY��-i')0 w Q,()0�_j0 Q Q V F- 00 Qp0'1Zww_zm_,OOCI � W W OZO Q- W7omZ=U 00Z Oa�wwW�v�wW¢p _jQapW�QZWZOWU0a apw �F-I�. LL oa o 0 2WZ2UQ o¢Q� IE O N Z W 0 F- > U) O 0 F- M 00 G LL � QWQL? r QD ZUFa- W W _I O J MCV C)" d' O C):_ O L > (\D LL Z Z _ O �Wfq W 0 N Un 0 z F- o�a. �_ Z(L1: w l rn � Q =000Z LU Z 3 J r� 5.MZW Z Z D- g 00 6ga}w Lu 0 ¢ T__q Laz ■ • Z Z ~ 0 U :. OU o W � z SNO Q Z Z W WN 0 0 LAST PLOT DATE >(Y) Oct. 10, 17 O STRUCTURAL J DETAILS INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (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. 164" (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 2 SHEET METAL REWS PER BRACKET (4) HURRICANE -3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX m PLYWOOD OR U 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + \++ �' + + + + + + + + is + + + + + + + +++++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1l8" 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 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap . + 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING V8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in1--or=20 One 10d box areas=20 of high 1 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lcp 3" tindl nnitc nt R" n r 1/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. `' MINIMUM SPACING = 2x GREATEST KNOCKOUTS)S) 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 FILL CELL STD. 90* HOOK r — BOND BEAM ®ice mill® #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2- max. � 4"max. __TClinch nails when possible Tight fit u jj 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate @ BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d _ _ ._ 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d I 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® 1 - " 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* rWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6„ 611 CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y Emma .. 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 MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1Y2" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. v11/4"-1/4"-2"gep Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .6 X Joist o depth I -JOISTS BUCKETS N.T.S. USP MUGT15 TYP 5/8" o \ THRU —� BOLT MUGT15 TYP. �GIRDERTRUSS r 2X TOP PLATE 2 X B.U.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 .14 SLEEVE THRU STEMS e a . e. . SEE PLAN FOR • ° . • • FOUNDATION INFO a a a' STEM FOUNDATION GRADE REINF. SEE PLAN M, l,l IA.JC 4 rVG SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4' CENETERED @PIPE PVC OR SCH40 SLEEVE PENETRATION ,Q ° d a I I° 'II I I ,III—III—f a q': a I� F I I° I�rI I I - � I F_ I SEE FND. PLN. SIZE & REINF. 12"BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE o d d ------------- •-as----a ----------------------- CID .d 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 ,4 � I-1 I I-1 k Ill \\ ° a .4 SEE 11 l i- / SEE FND. PLN. SIZE & REINF. J = W z F_F- W Q 0 U. o way ul = o >MR w0v zo Ow 5 wzwCD Lu CO bLO J. o cWoo = H Z I— 0 0 _J O I 'Q Z c--, Q r z LL W w�>0 i y r Z w _ H O it ILL � O LU QzLID t[i � `. CID Z - z _w Ix �; fir•°`, ^N` C) o M C4 0 V -a -0 CO co') C A, 0 t W_ Z)� g O u` g m Q C) Iq l� a .N U w Q� h 0 E M c b.00 a v W W WUS rn Wow W~¢ W�� �¢�¢YZW z LLUmO0Q�O CO<URz Q Q~ V F_ ]�2_O Wrz HQDzOzQQNOOWOS0O zU O O Z LW0_ , WUJI ¢az W PLLof < 0U' wOoZzWOwUOa �10 0W o = ¢LL oQz4� Q u_ O Z W 0� > (n O 1_: C M O Q M L0 (1)LL Q W 44 U) M aUa00 Z I- W W -J O mi It N coN 0 O" rn onL. 0 N % /� W> r LL Z Z 0 W WU1:> fA W CD U= 0 Z F-03CL Z W H Q Mr (D~ � a Z 3 J >- W 1-" � �- 2 Z n.QZZLL 0 O co W,-q 0 a W Q C0Qz ■ ■ Z Z ~ 0 U 5 OU O W Q z z J W 04 o M LAST PLOT DATE Oct. 10, 17 O STRUCTURAL — J DETAILS t 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON SN1 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL —TYPE "S" MORTAR 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN 2500 PSI CONC. SLAB M 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 c E r>op 6 MIL VAPOR BARRIER j11 D I III= r COMP. SOIL. I (COMPACTED TO 95% �-II III MODIFIED PROCTOR III III I r I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = VI S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 4—jrO.H.D. RECESSIT SEE A/S3 0R J/S6 J -11: 111F, I I I ,Ili i h FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (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.) D ° I -I 15-, I -I -III-III 1Tf I I„I I I� II II I ICI (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �, 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E N 6x6W1.4xW1.4 *= WWF OR FIBERMESH ��ilt`lrlrl�rllli TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL ° 4 A.F.F. d. . d ° a` ` ELEV. -0'-31/2 _ a ° a Q O .-.d' .'a f d d° °. d G O d.a; AV ad°.. a 2x4 CONT.'' d.. ...'° '.a'° A.F.F. O LL dCD 0 ..°. Q Ad ° N d GARAGE DEPTH VARIES a ° °... 4. . GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR Zx STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL GI FOR ANCHOR BOLT INFO. 5/8'1 "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z IN FOOTING MONO SHOWN ; p °; 00 ' o' FOR CLARITY ° Z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY — I 1=1 11=1 I I-1 I I-1 11=1 11=1 11=1 I I-1 11=� I I� 11=1 11=1 11=1 I =1 I I- 11-- FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" c TO.H.D. RECESS •E M Np' _ - .: f °' .N CO)d.' .. �11=I F I�I11-1', ° t -III-III n _op I-1 11=1 SEE A/S3 OR J/S6 --- _1l i i 1 1,=, ,J--, , I i 1_ 3" MIN. CLEARANCE FOR REINF. INFO. 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7i16" OSB MIN, PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR i 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. i D D' 00 u a . 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. > V-6". INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I - `II I-1 f�f=_ITI-ITI (2)#5CONT. l� IIEE II4' 1'II,;,III ,I III' U.N.O. "4 MIN. TYPICAL BEARING BEARING WALL 6@ STEP @ SHEARWALL@ SHEARWALL "SHEAR WALL" SCALE: 3/1 L� ALL LATH AND LATH ATTACHMENTS TO \ QGs BE OUT OF CORROSION -RESISTANT MATERIALS ,IS M�NN�o s \ G -2x STUDS @ 16" O/C J - INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"° 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.) �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 'SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". —INSULATION PER CHART ON SN1 --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH -I 00 31/2"(min:} - 4" =1 I I -I I -D ° °D • I I �fTI I �MITf I� (2) #5 CONT. 4"—i U.N.O. MIN. -USP SPT22 @ EA. STUD 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUR #3 OR #4 REINFORCING BAR P GRADE 40 MIN. Fy= 40ksi ° ° _ z_ #3 & #4 LAP SPLICE _ -0 p FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] (GRADE 60 MIN. Fy= 60ks1 —1 1= —I Ito 6 MIL VAPOR BARRIER -1 I I III 1> c ° I =1 I E I I I=III=_ - R 1 7/8" ' 1=1 III -I I I=1 I I —III #5 REINFORCING BAR —� I I I-III-1 LI-11 I-1 11= C Z ' I I I I • I I I -I I I—� —� �_� 051 AP SPI ICF COMP. SOIL. (COMPACTED TO 1111 95% MODIFIED PROCTOR ASTM �— I I-III=1 I I=III=1 I I=111=1 I I' D1557) I I „III, �,III„III„I I Ii „III,;, 4" 1'-4° 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" 0 CONT. BEAD SEAL4 INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � d 60 E_ I I _ �r11� M 6 MIL VAPOR BARRIERMAI 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH c ° 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. 13 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" - GRADE V °° I =I_I_=1 I r-1�111-1 11=1 I 1=1 #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FIBERMESH N M 9' .a .°'. .. iT-ft1- TTT a ° i I-� 111=1 G f Iillllll„ �iil m IIII . I ° 4. I' "' I I II= IH. 8" SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-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 0 D w U 6CL D w °' a (2) #5 CONT. =1 I I I I I ON 3" CHAIRS 8 (TYP.) " 1'-4" (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 APPLICABLE. 5/8— EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M , °. D . 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 MASONRY WALL AND11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 gRADE a - ° r> _ .'d. w7. I I� I I'° a ,• i� I I=1 I �I 11=1' jr w U 0�'_ ����I • . a..l II II-111 - Zz w d C'! — III- I I ILL I C-II-1I I ra 1 �I 111=111-11� OOTING 0 I II I II I� �11 11-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 � Q UJ � w 0Zw wa❑ w a '` C) 0 waw w _ F- 04 o W w O zp� 4 o .- UU wZu F - f tV r o JqtT'/A , awe p N ib w., Z ui o o U. , w l}L p p � i s'oF _ HOw mow= x x �'�y _ •' _� o lupl- a w . r•,t Mzx g lof _w� " 1=-� Q 0 cMN b a� E t o C W 5 0 8 n� 0U-8 mQ Z U6 a .N V ui 0- 00 E M O1 a 'a W W �LLI ( w�Q w�-A wOF- WWEYZw Z o W Q Q U w02_j¢o¢w 0) w_jo = O QJ Z, LL Co ¢uy0OL O Z m O 0~¢ I-- �W�WOZOWOO�mZ= Oa�<nwwLu5nwit¢0�_j U 0 Z to LL -'¢¢OwQ55zwzOwUoa �g-w g_H-� �w6mU ¢ OQ O =O o¢zga I- ¢ , i O N Z 0 I-- (= O 0 Q V) M O Lo U ti LL Q W Q LO 00 0 Z H W W -j C) CO N to M 0 N 1 O 4 N O O O O °' -: `W ' �/ Z Z O C:Wwcn V��o O O W_W L �_W Q =m=Z W LLJ �3J � T Z w C) aZZ :5OgMW 0 Z Q r z Q O • • Z ~ U U a Oo W � a Z Z z IT W C,4 o LAST PLOT DATE >M . Oct. 10, 17 " O STRUCTURAL J 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 SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 P) SEE ELEV. USP SPT24 @ EA. STUD *+ CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 518" x 10" "J" BOLT @ 24" O/C MAX W/ 8" 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—SEE 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 DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. SL� 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 •• .-. •' '' � � _ , - •• • milli1 !iIl ■■III III ■ Milli IIII� ■■III MEN �Illl IIII� ■■III iil■■ Milli nil= ■■M III■■ �IIII IRII� NOTES: 1O 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J '001101 w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" R � _ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ I ❑ ❑ ❑ ❑ ❑ ❑ Fol ❑ ❑ 1ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� 1n:1.11tion, Oliva >OLID AREAS ARE >TEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING --C 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° DOOR STOP w ° MOLDING U d d 2x TOP PLATE r 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 — LATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE """' REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLri TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic A/Np0/v �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE 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"x10" OR GREATER HEADER 1 (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 N/S4 ': ** HOLD DOWN CONNECTIONS Opp00,4 NOT REQUIRED @ BEARING FN/NG, WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SPT4 2X STUDS @ 24' O.C. L_ P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TYP) SEE ELEV. 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 �I USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING —J FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 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 E 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 . 48ry SPLICE STAGGERED 10d @ 8" 0/C \• . ATTACH ALL J EXTERIOR STUDS W/ `4} 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD ILI TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �S4 F= 2240 LBS USP n uar 01'14 SPT24 or i w SP SPT22 USP SPT4 1 ` I TRANSOM FRAMING �� SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 d a d ZX8 P.T. BOTTOM P I ATE USP 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) uor or i 4 SPT24 SP SP U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 sP SPT4 a aQ a. 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 -2X TOP PLATE OVERLAPPING Dd NAILS @ 6" TAGGERED )-BOLTS @ 24" O.C. VAX -2X P.T. PLATE TRUSS ABOVE 2X BLOCKING 0 (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 T4 10d NAILS @ 4' A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Q =wt ~UZ Of W WQp_ lL C ti p W dUj 2 H 0 wODU Zp X.� o WZm - N ` - _ `n C) 00 0 IN F Q�z!7 O Z F,.�FDz i Q }� li w a ri0) _ jxOw= 0 F cn ', # O LU m T WzF_ wcn� 2w o =off H1: ` • W 'CLO E so ch U 0 MN d N � 0 a V -0b ch � C E �=- i o ? 0 2 8 O u- 8 ° Q Ups ._.i ^N }< V Lu C) c p E�� W �a L. m ^�Q0 W►- i J w¢MQOZw co LZm OW OZLLO_008ZZ ¢ U ZH¢Ouj�Fwu (A LUjnw���¢a 0 �ja WgY0 oQ o 0 �FQ- OLL ¢ 0¢ L- 1 O 04 Z W O� > Cl) O MO Q w M QWQur? M T_ �U< ~ Z w W JC:) mi 't N co M 0 N C)" o O c > N LL Z _ O ow(0 � (D Uo220 r Z3 Z I— 0 0- -LO0 ZwI=-Q .— '^ vQ =nm=Z W 'VzL= III 3J �2ZMaZZ OVg �z O LU 0N0 © Q T-1 C0 Z Z ■ • se Z Z ~ O U a ❑ O W � z Z z III w N o LAST PLOT DATE >M Oct. 10, 17 Z a 0 O STRUCTURAL —� .J i DETAILS I I It IL__311- 1 d. b USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/4 x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45" ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2"CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS VERT. WEB f TRUSS 15# FELT SPACED @ 48" 0/C MAX. z// PAPER BACK METAL r 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOMg P. PARGE COAT OF CORD ATTACHED W/ (2)16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. 2x4'T" ON T013 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 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 WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION 1 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.) SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER TOP CORD BLOCKING 45"t / 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 101, GYPSUM WALL BOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 74" 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 Wn-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TAPCONS. SECTION 2 SCALE: N.T.S. S5 REFER TO SECTION SEE STRUCTURAL — 1A ON SHEET S5.1 FOR X-BRACING, AND " NOTES AND NAILING TOP CHORD N SCHEDULE FOR BLOCKING `O °° SHEATHING DETAIL INFORMATION 14 1/ " 2"x4" CROSS BRACE WOOD TRUSSES ;, APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE FIRST ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS 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"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SCALE: N.T.S. ca 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING >EE PLAN FOR xr OCATIONS) TOENAIL-)610dx3" 0/C" 0/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE WS5 CROSS BRACING DETAIL SCALE: N.T.S. V V I \ 1. YLPN \11"u GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR 2x4 OUTLOOKER @ 24" SHEATHING DETAIL " O.C. OPTIONAL -SEE 2 x4 OUTLOOKER @ 24 MAX. ELEVATIONS) 24" O.C. 2X4 CONT"L" BRACE FASTENED TOP CORD BLOCKING USP RT16 OR EQUAL C W/ (2) 10d 3"@ 24" 0/C. CMID EA. OUTLOOKER HEIGHT FOR FIRST FOUR ROWS 2x8 SYP#2 "L" BRACE TO EXTEND OF TRUSSES @ EDGES DOUBLE TOP PLATE @ LEAST 90% OF WEB LENGTH & OF SHEATHING TYPICAL 2x4 CROSS BRACE APPROX. NOTCH @ BOTTOM CHORD (SEE 8" FROM RIDGE FASTENED Al TABLE) USP SPT4 EACH JOINT W/ (2)10d & (2) USP RT3A WITH 8-8d FROM @ EA. 10d TOE NAILS @ EA. END LEDGER TP BLOCKING STUD 2X6 FRAMED WALL - SEE 15# FELT WALL SECTION FOR SPACING PAPER BACK METAL LATH 1/2" CDX PLYWOOD OR 7/16" PARGE COAT OF CEMENTITIOUS OSB SHEATHING ATTACHED FINISH TO BE 7/8" THICK FINISH IN W/ 10d NAILS @ 6 O.C. EDGES THREE COATS. TYP. U.N.O. AT AND 12" O.C. FIELD EXT. FRAME WALLS. SEE 15# FELT ELEVATION SHEETS FOR PAPER BACK METAL LATH TEXTURES PARGE COAT OF CEMENTITIO GABLE TRUSS 2x4 PANEL BLOCKING @ 4811FINISH TO BE 7/8"THK FIN IN 1/2" CDX PLYWOOD OR 7/16" OSB O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT SHEATHING ATTACHED W/ 10d OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELE\ NAILS @ 6" O.C. EDGES AND 12" TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES O.C. FIELD W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2X4 BLOCKING NOTCH "L" BRACE HERE CHORD SLOPE OF ADJACENT 2x47" ON TOP OF PANEL WEEP SCREED TRUSS) BLOCKING, FASTEN WITH 10d) INSTALLED PER MANUF. @ 4" OIC MOISTURE BARRIER SECTION K�_3 SCALE: N.T.S. S'J BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2) 16d NAILS W/ 10d NAILS @ 6" O.C. ED ES AND 12" G.C. FIELD 7__Z� JACK TRUSS /—S E PLAN FOR 2x4 "T" ON TOP OF PANEL-J BLOCKING, FASTEN WITH 2x4 BLOCKING W/ E 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 LEASI 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" 0.( TRUSSES FROM EA. (2)16d FIELD END TYP. TOP & NAILS 15# FELT BOTTOM ATTACHED PAPER BACK METAL LATH PARGE COAT OF W/ (2)16-d TOENAILS CEMENTITIOUS FINISH TO 8d @ 6"0/C TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BE 7/8" THK FIN IN THREE USP HGA10 @ 36" O.C:--"COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE D ELEVATION SHEETS FOR USP SPT24 @EACH STU TEXTURES STUD WALL (SEE TYR SEC.) 2x4 "TON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 7ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a_ 2x4 BLOCKIN 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/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. 15 20'-0" MAX 20'-0" MAX 'BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. w w - - 0 1 c -- o v 0 1 S' "- 2 — — — — z CD2,w ' wv o 1 �r T Q o � o / I-, 0 1 d ---- w Cl w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS a m� /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) 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 J = w w 0 Z W¢0_ LL. U ti o waW = o j2X Zp CDWOm ;Z 2 Q Nw ., Lo O ^ Co - 0 N H F_ e�, 4 =F-Z„� F oz ¢ u- 5 F w 1 ' c, w w 2 -WpF UZ`0 �¢w vy "tom UJI C %0 I? U M N O 2 O �8 m Q .s W�.q N C clNCO 7� s` o 0 - _ a a W I1J w w W ~¢ WmJ w1YZQ' Z a� Q02 JUiO3-w(nuuoO ��x z"'ozmo'I. JD 1— (�oZ Z CYw��OZoWOo0caz:3 �a2-0ZYOZZ'L0Wvoa fA ¢�w����_�w620 OQ o =O o�Z�¢ ¢ �¢w i O N Z 0 F- > CA o co O Q M L) LL ti < <Q Lo M aUa00 ~ Z w w� �o (o N V_ r M 04 Od' C6 O O 1 Q Lo NL > r N > o � WU�> wwC/) (U U�oco r- Z F- o a � ZWFF--- _a `— < 0002 z W oce Z�� zx 0 wOpp IZZZLL. OUg}W D NZZ a T-'-1 z Sao Z U OL)� O m Q Z Z z w J W (4%4 o LAST PLOT DATE >M . a Oct. 10, 17 O STRUCTURAL — _ i DETAILS BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE I (#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" 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 ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE rn 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 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 U- 3: INSULATION PER CHART ON SNi 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C yl TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. e FLOOR SYSTEM ETAL SEAT ER PLAN p OR FELT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE -X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSULATION PER CHART ON SN1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c N M 6x6 W1.4xW1.4 WWF OR FIBEF 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY d PAPER FOR MOISTURE 71 I BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT ir w a. EACH FILL CELL TYPICAL a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4-to 6" BELOW GRADE GRADE co 0o " I I .' \—STD. 90-HOOK (3) # 5 REBAR ON 3" CHAIR q" �- l (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION j SCALE:3/4"=1'-0" S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2_ NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALLS BAND JOIST "USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. END SHEATHING TO >F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 7' CORNER TYPICAL'IT" AND CORNER DETAILS rN_"� SCALE: N.T.S. S6 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) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING 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 @ 16" O.C. 2"x BOT. PLATE W/ - (2)1 Od @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 21/4" TITEN SCREWS TO MANSONRY 1 \ WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU 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 -1Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK 1-3 SCALE: 3/4"=T-0" (3) 2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -10d NAILS TO STUD PER STRAP SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING 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" 2"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 ..4e. n ° d° 4 I 1=1IIII I Ill -1 1I— I I I rl I — III T7—III=�1= iit—iii111=111— ' (3) #5 CONT. ON 3" IiI--ii 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART uGn = NAIL ING 1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ILJ 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 OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM OSTAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O NO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c OF TOP PLATE TO BOT. OF TRUSS) NO * 15/32 EXP 1 OR 7/16 STRUCTURAL 1 OSB MIN. PLYWOOD SHEA JOINT BLOCKING IS REQ D. SAME NAILING 2x4 P.T. BASE PLATE " Th PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 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.) 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 114 (1) (2) (1) (2) (1) USP LSTA30 4'4r (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) 1 (2) USP LSTA30 OAFN�R�OR NO 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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, FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS (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 r ' WWF OR FIBERMESH \ >_ A. v ..Ad. A . -III—� I —III I I A 1IIIII11111111111 ° A - 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 _ _ r -III=II o z �Tl- 111 FlI (3) # 5 REBAR ON 3" CHAIR 4" 1 1_gf' W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. Q =w� FUz W Q �_Zi U. o �arnLLJ 2 I-- 04 C 5: Of UU p CD Ow WZm W^ _ Lo o w O N H F- r`. u z - _ � zz Q 7 Q 'z H 0 — Qz if LL pow 0ru-_ M) _ �: o w0I- }Q W mz= W t Q :.'At � r W X :c cl) 4) � E L 'o u _W` Mry co ol s S 0 2 Q § O c Z Uo� Q < ._ ^N V Lu I_N c co EM W L t o a 10 Dui vi w0~ F~ w J a ~za' N (' W < Q 0 Qom- J�O�Q'V)LLUOL'-1O <d�( ZU.m" 02200E-Qp' U a 0 o Z 00mg zOR00mZZ WOa�zYOZzLLpW��a U) LL �0WOMFo _ gw6m oQ s o sQ a. U < 9a LL 0! O N Z 0 I— >(�o co O Q M � LL ti w a- M aUa00 Z H uj W JC) CLO r MfV C)" O o E2 N 4) ` > (D ' 0.B LL Z z -z O w O Uo�0 r� Z � 0 CL Lo Q Zw�Q V IxW H� Q ~mOZ W (_9ZLJ r 4 �2ZW 0 g 0 �ZZ 0 CL >_ Q Z QZ O Z ~ U a OU O Q z S6 z z W J w� o M LAST PLOT DATE > w 0 Oct. 10, 17 O STRUCTURAL — J DETAILS —MONO DOOR JAMB (REFER iX4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2"DRYWALL DOOR JAMB (REFER 1 X 4 �1/2" DRYWALL P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 HT. SDN. FOR CONN. DETAILS FOR CONN. DETAILS FOR 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 TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING ,� 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /21� DETAIL H MASONRYTHROUGH 311 DETAIL lx4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM O.C. 1X4 P.T.— 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-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" Zx 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 CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\\\-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 (Oj SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX * 2'-0" BTWN.SOLID BLKG. AT TOP ARCH BLKG. & BUCK � 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. /4„ MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH F BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END --�-�, LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS s 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. SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 2'-0" 8" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP -SEALANT 6" MIN. LAP SPLICE W/ REINFORCING PANEL PROPER INSTALLATION MAX. 8" #5 REB (TYP,) FILL SOLID STD. 90' BOTH CELLS HOOK (1 / pz/', 7/ NOTCH WEB AT t5" FIRST 2 COURSI CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS i-PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6)1" x 24' TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x *NAILS AND (4) a' X 1 a" 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'Y.' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 , 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. \- SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 12 SEE PLAN LFILLED CELL PER FOUNDATION PLAN + kR YP.) THE :S x + + + + + + + + + / TRUSS V// USP RT3A 2X4 SYP EACH TRUSS CONNECTOR / SEE LINTEL- SCHED. 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 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" 111"s—s (1) #5 BARS CONT. TOP WITH MIN. 3" COVER M 6'-0" G ° p ° , p, p RADE ° P _ _z 04 •D n ° D I_ 16" MIN, MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL I IAIA('f`CDTADI C IAICTAI I TInKl FILLED CELL INSTALLATION H SCALE: N.T.S. SS 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 aThH ,—PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + ____ + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SFF RHPPT 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO ' FILL 1s14 COURSES SOLID W/GROUT e: FOR CVERHANGS BETWEEN OVER 1 1/2" r CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ," •: OVERHAN "y RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR READ. 1'-0" 6-0" SCALE: N.T.S. INISH FLOQR D ],-.EINTOP #5 BAR 1.0" p CENTERED W/ D c _ p 0 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL I .p ° - P DIRT z °. [STANDARD o #5 BAR IN 99 HOOK N FILLED CELL - - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION 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. CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS i-PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6)1" x 24' TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x *NAILS AND (4) a' X 1 a" 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'Y.' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 , 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. \- SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 12 SEE PLAN LFILLED CELL PER FOUNDATION PLAN + kR YP.) THE :S x + + + + + + + + + / TRUSS V// USP RT3A 2X4 SYP EACH TRUSS CONNECTOR / SEE LINTEL- SCHED. 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 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" 111"s—s (1) #5 BARS CONT. TOP WITH MIN. 3" COVER M 6'-0" G ° p ° , p, p RADE ° P _ _z 04 •D n ° D I_ 16" MIN, MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL I IAIA('f`CDTADI C IAICTAI I TInKl FILLED CELL INSTALLATION H SCALE: N.T.S. SS 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 aThH ,—PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + ____ + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SFF RHPPT 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO ' FILL 1s14 COURSES SOLID W/GROUT e: FOR CVERHANGS BETWEEN OVER 1 1/2" r CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ," •: OVERHAN "y RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR READ. 1'-0" 6-0" SCALE: N.T.S. INISH FLOQR D ],-.EINTOP #5 BAR 1.0" p CENTERED W/ D c _ p 0 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL I .p ° - P DIRT z °. [STANDARD o #5 BAR IN 99 HOOK N FILLED CELL - - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION 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 z z EXISTING BOND BEAM O co FILL CELL FULL HEIGHT W/ U. W NON SHRINK GROUT. W a A 1 ~ g U 5XV EMBEDDED INTO Z EXISTING FOOTING 2-#5XV IN CONC. co to04 FILLED CELL DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY '+rig: O SAW CUT A SECTION �— EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Q =w- ~VZ D_ w WQp_ Li N o way F- o >�� zpuj CD WVm W Z �J Lo U. 2m� ff�'fl �: 00 Lo _0N �{Z e =�z O Yw ¢ HQ� } Q ,l�Z (9 05 ; W IL Q H O w Of W = ,��. cn I - 3 <' _ 0 U Q I.. c , Q uj V T III cl)1�..i��/k'.TYc'-O uj Lli uj X:a HH N E C W i.. �D U N V �m u M c: 0 u 0�8 b8 i U •— C"R a� ^Nl V w Q.00 - c W >` N w Lu H~ Uj D: _j w2�_0 2 -AY zw Z �o g �< O< m m w U O U- J O Q Q U F- 1 = 0 z� L L pr XLuO O�OOmzZ v)wawv�wwwV5it Q z r2 o Q H Q Q U 0 (A Z �0a�ZYcl ��WO���_M_wo�0a. � owVoa LL oQ Q OQZ Q o Q i1 O N Z Lu 0 I— > cn o 0 M O Q co Lo ()� a- M Q>""Q00 Z V F— uj W -� CO N O 04 O " O O 0 O N°' E Z Z O WU�� wwv� N c> Z o--a ZWI=- ¢ W WF' Q =m2Z Z � J �I >.�ZW a- zZW p Og�W Q Z Z Z Z �a0 U a OV o F� W a Z ss Z z w J UJ C�4 M LAST PLOT DATE Oct. 10, 17 O STRUCTURAL — J iDETAILS-RETRO FIT THEN WRAPPED AROUND STUD (USE MTW12) PLAN VIEW SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN ;' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE44 STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 syp blocking strap (U 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER _L7 FOR DRYWALL SPACING H SECTION VIEW SCALE: Z" = 1'-0" STRINGER MUST MA CONTACT WITH LAN 2x4 CUT v DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING I�1 ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' 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 zz"/ 7-T z NOT TOUCH STRINGERS B/ x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C L-2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE RUSE MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 -1" TAPCONS @ MAX. 32" O.C. CTI ON VIEW "A" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTI FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" E 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON' ON VIEW "D" SCALE: 1" = V-0" -" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" �7 SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H -2x8 SYP GLUED AND NAILED TO FRAMING 2x12 TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS H a BLOCKI FOR STRAP SP j MTW12) SECTION VIEW "B" SCALE: 1" = 1'-0" - -R T GLUED AND NAILED TO STRINGER DRAFT P SYP DRYWALL STOP ST NOT TOUCH ^ 31NGERS :4 BLOCKING FOR 2x12 4 PT UNDER 2x12 SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --1GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: 2' = 1'-0" SCALE: 1" = 1'-0" NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLY" ON DECH ---2x8 SYI AND N/ FRAMII` 2x4 BLOCH C VLVLL VLVLV AND NAILED TO LVL SECTION V 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / --Le--PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONIC. 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 PROVIDE SOLID BLOCKING )ER )E BELOW ALL NEWEL POST VL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST I EW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" 0 1 HIM IoUIV0 I MUU I IUIN UC I HILa (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAI LED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X 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" = V-0" Q =W� ~UZ w OZW WQp_ LL Q r*_ p waw = o j 2 W zp o WZ N LO - =W ' mom 0 00 - O N = F- Z rip... O�r, .�4t ¢ "NA W � LLL F- O W ir u-z N O U Z u } Q W�� _- - =03 xx a V^,) W E L. C �O �? U 0 MN 6 N 7 Nu-0-0002m. �y c to O `v 8 s 0 EC }< •V) I) �g f j W Q! n o0 EM O) (\" M �20 W W (� W W W~Q w wI�zw Z o:02Q0 w<U.U00-10 Q Q V B <00J9';'ZLL"0Z30pF-�Q LLJ LLJ W Z =) O O aQZ C0 fn W -'QQQwQ�ZwzO_WUpa. �OW W N W ILL VF O p Hama Q Q p Z Q Q �- Q a O N Z O� > (n O MO Q M L0 z LIL 2 U) Q W Q Ln w I'1 M aUa00 Z I— w W O CIO C) O " Oo o� N LOON 4) t� > L1 Z Z !2- Z WU�� W W t/) r-ONZ 1= 0 a. .� ,w zWt=-Q wF-� �— ~m2Z W �Z3W I.NI� 5. Z aZZ LL 0 Q Z C0ZZ EEa0 Z U U � O � Q z ST Z Z III J W It 0 N >Co LAST PLOT DATE Oct. 10, 17 z O �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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 • 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. B. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD + SAFE HORIZONTAL LOAD 1.0 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 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: 7-6" 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-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 &M 8F12-0B 8F16-0B 8P20-OB SF24-0B 8F28-OB 8 M-0B 8F8.1B 8F12-1B 8F16.1B BF20-IB 8F24-1B 8F28-1B 8F32-1B 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 T-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 13686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 (14 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 4 6036 (19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 7'-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 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 945 1366 1846 2423 3127 4006 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 873 1254 1684 2193 2805 3552 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 246 F424 755 1075 1428 1838 2316 2883 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 706 1002 1326 1697 2127 2630 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESS N.R. NR NR NR NR NR NR 458 783 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 1T-4" (208") PRESTRESSED N.R.NR NR NR NR NR I NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF64 MRO-OB 8RF14-OB 8RF184 -OB 64� 8RF6.1B 8RF10.1B 8044B 8RF18-IB PM-18 8RF26.1B 8R%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 6639 8060 9479 10893 5-4- (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 Y-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 1910893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 1 4150 58914 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C 4496" SAFE LOAD PLF LENGTH TYPE 8U8 8F8 F. � �* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 V-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-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 4AW"carn "'� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52') PRECAST 758 757 1365 4'-6" (54") PRECAST 694 1 693 1249 V-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAST-44%4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-1T BF16-IT 8F20-IT 8F24-IT 8F28-1T 8F32-IT 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-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 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 1 4292 5077 1 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 12290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10) 3039 10) 3508 (9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 147115 181 15 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 1 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15 1034 15 1272 (15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9) 441 723 (14 936 14 1151 15 1366 (15 1582 (15 470 543 1 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 (14i 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1266 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831(8) 1057 (14 1225 14 21'-4" (256") PRESTRESSED 142 198 3N (IV 393 (1 480 (1 567 (1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10) 378 11 461 10 545 1 629 1 137 221 354 508 681 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 75612 875 13 (#) 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-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-IT BRF14-IT 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-1T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RR2-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 0 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 c ) c ) 121kill 1i_1►>• CF - UNIT'1871- 1ST FLOOR PLAN 1/411 /4" = 1'-0" (G POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE o - =- 7(�- � O Gr8FF16-�1Bj0"1T 0 0 0 0 0 8F16-16/1T 8RF14-1B/0T O O =_ (- O - 0= 8" PRECAST LINTEL W/ ((1� #5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 0 0 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR - _ - C.M.U. ,4 4 - -- � z W H #5 REBAR AT o BOTTOM MIN. (1) u- c i O „ REQ'D o m w � 16 GAUGE POWERS a STEEL BOXED 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 3: N z i #5 REBAR AT BOTTOM .0 OF LINTEL CAVITY 0 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) J a = � W W F- aZW a � o W 0- W N o zo 0 w z NuLo O =mom +�h a�z 2-p z �w �a W aWtµ.- ® �' in Z 2 Ix wv�F- U)W o W 'O rt 0 M" N (n V p_ co '0'=~ L S 0 con_ Q$Q O <L g Q s Upa •N V w QN 0 E^ V m v 5- LWJp 0 Lj w F- OaaZW �H=~ JfLLzt Q Q V zLL)OJO�<Ux it02O0¢W0U)�0 � tRoomcz zD L(n1 aU -,0zo ozLLW° pYZ wz c'¢ W�U5 W :3cyz Q O� �a O �QLL R 0 N Z O F- > U) O OF=CMO Q (n M � H a- cM QU<00 Z F- WW�c:) O co M �O N O" rn O O L N �. `W �/ z z - Z U � W U)WU%> N Un 0 -0 z F-O a owwm (1'1 `/af z WF-F- Q moz LU =F-=Z Z J T� Z W CL Z Z 0 Od2W O Q TI U) ZZ Z Z � p U Z g v a. O O F- mS11- < Z Z z w W 1 71 w N o CY) LAST PLOT DATE 00110M117 Z 0 STRU�,TURAL - -J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51-(1)#5U (0)#5L(1)#5U (1)#51.(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' fl)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 7-10' V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 2912 1 5318 5318 5114 5114 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 51-4" N-9- PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" N-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6' 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6%7' PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 T$" 64' 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 1 1062 1062 1048 1048 V-4" 7'-0" 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'-6" 9'-T PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 101-01 PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'$" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 17-4r PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 IN-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 522 522 360 499 2 No.4 154' 14'-0 PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 473 473 328 455 (2) No. 4 1T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 2 No.4 191-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2) No. 5 20'-0" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No.5 N.R. 21'4' 29-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No.5 N.R. 27-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + 24'47' 22'4' PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" TYPE DESIGNATION P - PLAIN LINTEL/ r- QUANTITY OF #5 BAR AT S-SOLIDUNIEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WDTHJ `- QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS UNTEL 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 (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5UDETAIL'H' (1)#5L (2)#5U DETAIL'H' DETAIL')' &'J' DETAIL'K' 7-10" V-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 V-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" YZ 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'-T PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) 134-5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 T-" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 9- 6'4r PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 9-4" 7-T PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 91-4. 8'-O" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-C' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 111-4" 101-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 101-9" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-7' PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'4 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 i 7-4" 16'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 191-4" 18'-M PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-O" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21.4. 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" W-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0 22'-V" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 TYPE DESIGNATION SSIGNATION P PLAN UNTEL/BAR AT S-SOLNTEL I OW NTEL# ID LICAVITY QUANTITY [8xl6-P-1 L/1IU] NOMINAL WIDTH) ` QUANTITY OF #5 BAR AT NOMINAL HEGNT UPPER UNTIL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF DETAIL'DE &'DF DETAIL'DG' 3'-4 7-4" 7-al PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4 PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7 6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-e " PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8' " PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-T -O" f-'*-O" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-T 0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-w " PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 " PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN UNTEL/ --I QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] J L NOMINAL WIDTH] NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (i)#5L (1)#5U (0)#5L (1)#5U{1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAII'G' 2'-10' 1'-&. PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'4" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-7' 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" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'4- PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 81-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 81-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10' 6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 111-4" 19-al PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 17-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 17-6' 11'-7' PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 IW-B" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 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) 7116 strand + 836 836 426 763 2 No. 191-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 f2) 7/16 strand + 488 488 260 493 2 No.5 1 1 (2) 7/16 strand + 24'-0 27-B" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN UNTEL) QUANTITY OF #5 BAR AT S - SOLID LINTEL ( LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH] L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "P' 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)#51-(11#5U (0)#51.(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-1Or' 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" T-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-91 T-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 N41 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 514, N-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 6'4" 5'-7' PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 r$" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 6'-&" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8' 4" 71-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 91-4" 81-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 1 2445 2937 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 F-4" 101-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 17-6" 11'-7' PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 1T-4" I7-al PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 IN-0" 12'-8" PRECAST (2) No. 3 2 No. S 1490 1490 992 1490 IN-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1948 1948 1093 1591 (2) No. 4 154' 14'-O" PRESTRESSED (2) No.3 (2) 7/16strand + 1774 1774 996 1494 2 No.4 i741 16'-0" PRESTRESSED (2) No. 3 (2) 7116. strand + 1368 1368 771 1264 (2) No. 4 19'-4" 181-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2) No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand + 2N-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION ErSIGNATION 5 - PLAIN LINTEL/ SOLID UNTEL I I OWERQUAN"LINTEL CAVITY AT [8x1I6-P-1L/1IU] NOMINAL WIDTH] J ` QUANTITY OF k5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8rrxl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL 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'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DIC sAr 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 7-9' 7-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 7-10" 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4-4" 3'4Y" 2'4r 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 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-" 54" 54" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 74r 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 TYPE DESIGNATION P-PWNUNTEV -T rQUANTITYOF#SBARAT S - SOLID UNTEL I I LOWER LINTEL CAVITY [8x1 j16-PI-1 L/1IU] NOMINALWIDTH] J `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER UNTEL 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: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL IWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP SCHEDULE) (PLACED IN FIELD 2" 2" (1) #5 CONTINUOUS REG-D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" CC )\ 00V (TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 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 GRJFIELD) TOP LEG BARS: (PLACED IN (SEE SCHEDULE) 2(1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" Cc M (TIED OR WELDED) r.L BOTTOM BARS _ SEE SCHEDULE i 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.S" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 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' (1)#41-(1)#5U DETAIL'O' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7 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 4'4" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'.8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 1 10000 6-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 1 10000 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 814y" 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'-7' 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'-7' PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1 2034 2034 1366 2034 14'-0" 17-8" PRECAST (2) No. 3 2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 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) 7/16 strand + 1698 1698 9" 1546 M (2) No.4 19'4" 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 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID UNTEL -1 I LOWER LINTEL CAVITY [8x1I6-P-]L/1IU] NOMINAL WIDT4J J `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR UNTEL 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'DC' DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 3'4' 74' 7-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-&' 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 7-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'4' 3' 4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6-4" 61-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9' 8 8'-4" 870 PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION P -PLAIN LNNEL/ QUANTITY IF #5 BAR AT s - SRID LINTEL I I LINER LINTEL CAM [8x1I6-P-IL/IU1 KIKIK WTHJ I LWXITTY TF 93 TAR AT NfB0NL HEIGHT... ---III UPPER LINTEL CAVITY O O '�i�\V�11•T����I (H) O O UNIT '1871' - 1ST FLOOR PLAN 1 /8" = 1 '-0" 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 #5 U (L #51 1 UO) 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'- " 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-iOr' 7-6_' PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4' 3-0' PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'0 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 91-8" 814" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 L IN J uw 1 uwmj GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Lx2411 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL 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(If 1UUO1ILL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DO' 31-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" Z-91 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-7' 2'-10" 2'-6" PRECAST 12) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'4" 3'.4" 31-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'4" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION P - RAIN LINTEL/ rMWMTY OF#S BAR AT S - SMD UNTEL -1 I IJHIER L NTEL CAVrn [8x16-P-IL/IU] NuNINAL %Or"]] LIApNM W 05 BAR AT TOOK HEM UPPER LINTEL CAVITY TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF BAR S-SOLDUNTEL I LOWER UNTEL#CAVITYAT [8x1 I6-P-1 L/1 U] NOMINAL WIDTH] J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPERLNIE-CAVUY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 9IA8" r'LAIN 9S6" SOLID 7-10" Precast 2082 9235 3'-6" Precast 1325 4624 4' 0 Precast 1041 3358 N-6" Precast 858 2635 4 9' Precast 810 2459 5'-4" Precast 663 1940 6-1Or' Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 T-8" Precast 392 1100 8'-0" Precast 363 1037 8'-C Precast 318 981 9'4" Precast 222 772 10'4- Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 17-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 1 T-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 V/ Q = W cf IL LLJ pZp �u LL Q l o W n- wof o W O z OW _ m Z LL W - B Le _� O co Q o -Ov =Hz o i 4 Lv L LL UJI Q W W F- C7 Of = =off �� a C YJ �O M U p MN o } of Z in V D �F M '>` L pm 0� O LLg Q i U �V) ^` u Lu Q� Ci C E M 7W V L ^1I-)a '00 V, p LLi vi UJ 0 H~ ��� � W (' W V W Q� J<O<�UIi000L �0� ZfrLu--ZMC0�I.- YZLY Z JO � CfUU NWx10Z°W00Mzz 0 ix L`OW�1a OZ �Qa0WYOZ_z <0Lu 21a--P 9 W O w p O 0 ILL < 0 zg0OQ ¢4 < F- 0 O Z W O �- > (q o 0 M O Q w M I Ill W Q W QLID M r Q U Q Z F- W W JC) O J N c° CM N ON O (0o NL Q > Z LL Z Z O Uu�o wWfn � z I-- 0bilf IL ■� ZWF-Q �- Q ~m02 W �UJ Z � 1� �2Za' a Z Z LL O w �aIw 0 Q T'I Z �QZ Z U U a O O m z Z S12-1871 IV w04N 04 > M LAST PLOT DATE Oct. 10, 17 O STRUCTURAL J i DETAILS USP Stock No. A3 Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide Product Approval No. FL10446.2 Evaluation Report Basis ESR-2606 H D210-2 FL17232.3 ESR-3445 H U210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HDO410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699A Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM2D0802 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 HTTS FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 F117232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 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 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B 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 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 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 FL11470.9 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 NFM55X16U 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 P H D2A F L17219.4 ER-0200 H 1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS 150 FL 17244.27 ESR-3455 H 1 oA FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 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 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10466.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 EESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numberis) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +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 - FL15332.6 +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 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/40.0 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 HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 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 Undedayment 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 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 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 chart S. 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 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ^W ^W i -Cu +C--� L CD N 0- O CIO LL. 0 CU Cn o :2 N c C _0 lO M O M Q CU .Cn 0 E Q O �--- Cn Q L m z � CU 0 � Q- O a L j O a `U U m O LCU L W c �c ^ Il. Z J z a J a SHEET N0. PA 1.0 ■u���afi .r.r=1u .a... N N -Cu N �... U N O U U t_ O O C O 0- Florida Department of Business & Professional Regulation page 1 d 2 Florida Department of Business & Professional Regulation page 1 of 1 '� U Building Codes and Standards 119r2017 Building Codes and Standards s x =; O C =) CU (n Florida Department of Business & Professional Regulation Page t of 2 CU (1) U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/WO17 0 O -L- C FL#15225-R3 FL#15ooaR2 Product Approval Application Detail Q C O �..L Code Type Versio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date- Approved Status Code Type Versio Manufacturer Entity or lac Engineer &License Validated By ate Date Date Pending Date Validated Submitted FBC Approval Date Approved Status FLti15332-R3r`roduC.s -Cu - O }� O > Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 0&2&2015 06/1312015 07i05f2015 Approved Revision 2014 Thermma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P E. 06i2ai2015 '5129,12015 OT,0642015 0811w2u1- Approved Quality Assurance Approved for Use Approved for Use Impact Design .N O Category. Exterior Doors eg 7 419 29&1740 Management institute ( ) ge (813) 787-6555 Category: ft efior Doo s (419) 298.174 Pie-43409 813) 767-6555 ( Seq# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure � L Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsuhants. SubCategoryS+vrging Exterior Door Assemblies ricKvv@rwpaldgcorsulants. a IES 42L, AWM!NUP.1 SGD RE':NzORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12/31/2017 No Yes No WA O CIO Compliance Method: Certification Mark or Listing corn Compliance Compliance Method_ Evaluation Report from a ^Orr, XO. XX 96 not x93"a s� CU Registered Architect or a Licensed Florida 5 :=. Ri=S 420 ALUMINUM SGD REINFORCED SERIES 420 A lAlINUM SGD REINFORCED XXX 12/31/2017 No Yes No WA `(/^� FL#15225-R3 Products Professronal Engineer 143",x96" -� -� "' Quality Assurance Approved for Use Approved For Use Imaact Design _ Rl� S 420 REINFORCED ALUM„NLIM SGD SERIES 420 RE NFC RCED ALUMINUM SGD OXO 12G1i2017 No Yes No WA Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#I5OW-R2 Products 3 TRIES 4 0144n AL it TNUM S aD 146"x96&opal; SERIES 430/440 AL 1M1NUM SGO XXX 12/31/2017 No Yes No WA S e. "Smooth-mar" and "Bendtr mrk by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131i2021 No Yes No WA Quality Assurance Approved for Use Approved for Use Iinpact sin 143&quctx80&quo* NON -REINFORCED Therma-Tru" and without Sidelites, Inswing and Outswing ergs g_# Product Model. Number or Name Product Description Contract Expiration ate in HVHZ Outside HYHi Resistant Pressure KI._S 4 301443 REiNVOl iJ ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12J3l/2017 No Yes No WA 6 f. "Premam Series&quok, & onstruction and 8/0 Opaque and Glazed Steel Door 12/31/2021 No Yes No WA 1 a &quct;Fiber-Ciassic" or "5mooth-Star"a 6',8 " Non-lmpac€"a Opaque Fiberglass 1213112018 Yes Yes No tifA XXX 143", S &aunt k lbt Series" and "8enchmark by Therms-Tru" Transoms. With and without Sidelitirs. Inswing and Trio Inswing with Transoms Outswing Door w4ih & without Sidelite(s) - Outswing (X, OX or XO, OXO, Xw, OXXO Configurat ions) Florida Department of Business & Professional Regulation Page 1 of ? Building Codes and Standards ,WO? Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 or 2 Florida Department of Business & Professional Regulation Paste 10 1 Building Codes and Standards 1192017 FL015279 Ra Building Codes and Standards iiio120i7 Product Approval Application Detail Code Entity or Daft gate Date Pend ina 20 Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Anoroved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler ON12/2015 03/1912015 0SP-112015 Approved FL#11537-R6 22dL Entity or 2020 Date Pending 20 Category Exterior Doors (513) 770 8062 Inc. (513} 519 8568 o Cde Entity or Date 20 Date Pending g11tg � Versio ttanuf_ fa, cturer Contact Engineer&License Validated By validated Submitted FBC Approval AAyoroved Status Subcategory: Sectional Exterior Door Assemblies rrwvesterfheldeclopay.com I= Versio Manufacturer Contact Engineer& License Yali S,tetl ev YAlfdated Submitted FBC Approval ved alas Ravmlo 2014 rill Woidcvw and Dcars Brent Siiltr er Luis Roberto Lomas Steven M. Urich, PE � OB130/2015 O6/25Y2015 07J08/2015 0811WM15 A roved pp Compliance Method: Certification Mark or Listing P 9 Revision 2014 CURRIES Division d AADG, Inc Nelson Krascfhel UL LLC Ted Berman, PE 07/2112016 071211201.5 07/27+<015 Approved CategoryUli Sji%. Subcategory: i-;gie Hung (717) 395 3300 PE-62514 (717) 317-8454 hsAiinger@miwd co,n FL#15279-R4 Products Category. Exterior Doors (641) 423-1334 (305) 868,4707 Compliance Method. E!etuation Report from a SubCategory: Exterior Door Components neison,kraschel@dcorgrc r,c:<te; 1tti;ister.ed Aich•ect o* a l-coosed Florida Quality Assurance Approved for Use Approved for Use Impact De_ sin Compliance Method: Certification Mark or Listing up Corn €ter re, -.;o^al Fr,Ji '&Yr seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151 84A, 94, 73, 75, 1500. 190, 76, Steel Pan (min- 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF1--32 FL#/ 1537-R6 Products FL*i 5217_R4 P *oduct^ 76V, 4RST, 4RSF, 6RST, OR SF, 2RST, 48, 42, 55, 48B, WNDCODE®, W5 Garage Door !'SF Quality Assurance Approved for Use Approved for Use Im a Qgsign Quality Assurance Approved for Use Approved for Use tlppact Desnun 42B, 555, G05S, GDSSV, GRSS, GRSSV, ARSS, ARSSV, 5ev # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # P oduct Model. Num�rgr or Name Product Description Contract Expiration Date In HVHZ, Outside HVHZ Resistant Pressure Ea55S, EDSSV 1 1307, 707, 727, 747, and 847 Single and Pairs of Doors 9 Flush. Glazed, and Lowered single and airs of 12Y.1112017 9 p Ves Yes Yes NIA - - ES ^ 1 ��=Zi.,a �A 95 ALUP,!INUPA SH r SERIES GA 19.E ALUMINUM 5H NI 44X84 12f31/2017 No Yes No WA 53 053 WS-16 PAN-2F151 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97to 160" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM. and G Series Frames hollow metal doors Three sided and four sided single and airs of ;213112017 9 p Yes Yes Yes , i/A 5 7 t;ERIES GA 195 ALUiAINUki SH < _S GA 19- ALUMINL A SH "Fin= ^ r 5 d SERIES GA 195 ALUMINUM SH Ni 54X72 12/31/2017 ; SERIES GA 195 .ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No WA WA 4RSF, 6RST, 6RSF, 48, 42, 55, 488, 42B, 555, GDSS, wide) W NDCODF_® W5 Garage Door PSI' frames Tansom frames. 3 `_e RIES GA 195 ALU#d:INUM TRIP' E SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/3l/2017 No Yes No WA GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSY CONTINUOUS HEAD AND SILL 10,8X72 NON 85 085 VW-09 PAN--21`153: 73, 75, 84A, 94, 42, 48, 426, 486, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 051211`2028 No Yes No +38 PSF/-42 9 �-~R{E5 GA 135 ALUMItJUIvt?'J'JI'v SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes Na WA 4RST, 6RST, GDSS, GRSS, ARSS, EDSS WNDCO0E® W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/6X72 102 102 %W-16 PAN-2F153: 73, 75, 84A, 94, 42, 48. Q& 488, Steel Pan (min. 25 ga.) Double -Car (92" to 16'2" 05121/2028 No Yes No +37 PSF/-41 4RST, 13RST, GDSS, GRSS, ARSS, EDSS wide) W NDCODEl3,#174; WB Garage Door PSF CIO Florida Department of Business & Professional Regulation 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards rzoi, Building Codes and Standards 119a017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 a 1 O Product Approval Application Detail Building Codes and Standards 1/9/2017 ■ FL#1s278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pentlina Date CU Code nt' or Date Date Date Pendmd Date Type Versio Manufacturer Contact Engineer & License Validated By Vandatetl Submitted FBC Approval Approved Status , , FL#1533 -R2 TTVIX Versio Manufacturer Contact Engineer& License Validated Sy Validated S mided FBC Approval Approved status Revision 2014 MI Windows and Doors Brent Sitlmger Luis Roberto Lomas Steven M Unch PE 09101J2c 15 08131i20'S 09103t2OV3 10/1ni l"! 5 Approved U Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 0413012015 04/30t2015 05110/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-3454 Code TV - Versio 1 n rt- M Entity o r Contact Engineer & LISS= Validated By aQe, Date Date Pendina FBC Approval Date CategoryWindows (717) 385-3300 PE-62514 (717) 317-8454 Subcategory: Fixed Compliance Method: Evaluation Report from a hs ginger f)mk d cam ;7 •, sia_ 45 Id 1,11 Windows and Doors Brent Stringer Luis Roberto Lomas Steven M Urich, PE O8r29/2015 06/1912015 07KW2015 08/1912015 ,gam Approved ■ a Subcategory: Horizontal Slier bsitlirger@miwd.com Fiood2 Registered istered Architect or a Licensed Florida n;,r, Category: ': dows n (71 r, 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Proles oral E ; tripes 9 SubCategory: Mullions bsitlinger@mK-M con Professional Engineer FL#1L-178-R4 Products Compliance Method: Evaluation Report from a �.orida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Im DaCL Design Drnfessioi:al Frgineer Quality Assurance Approved for Use Approved for Use Impact Design S. ea # Product Model, Number or Name Product Description Contract Expiration Date tit HVHZ Outside HVHZ esi. t Pressure FLtt15333•R2 Products 22LE Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 4 ES GA 195 ALUMINUM SERI%fir ES GA 19 SERI,5 ALUM!NUM Pi&' NI 96X48 FIN 1D31r2017 NO Yes ND i IA 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes Na WA 5 SERIES GA 19; ALUMINUM PJv SERIES GA 195 ALUMINUM F1i1,' N1 72X72 12rJ112r.1? No Yes No NIA Quality Assurance Approved for Use Approved for Use Impact Desion 72X54 FLANGE Sep # Frotl4o Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant PressuPressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12rdV2017 No Yes NO NtA 7 S=RIES GA 195 ALUMItJUP l PvV SERIES GA 195 ALUMINUM PJ/ NI 96X48 1; ?1!2Q17 NO Yes too PA 1445, 5347 AND 5547 VERFIC'AL MULLION 1445, 5347 AND �,=4, VERTICAL MULLION 12/31/2017 No Yes Yes WA 72X54 8 SERIES GA 275 THFER'a!ALLY BROKEN ALUMINUV FLANGE Pik+ SERIES GA 275 THERMALLY BROKEN ALUMINUM 12f.' 112017 NO Yes iJo A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA VVA pNI 72X72 FIN -4-0 ^, SLIDER 106X48 P SERIES GA Six,; ALUMINUM PJv SERIES GA 505 ALUMINUM PVd NI 72X72 FIN 121 1f2017 No Yes NO�, W 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA CIO ^ ` �J SLIDER V 0 ca O QD CL Q U c Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Paye 1 a 1 Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 119r2017 Building Codes and Standards 1&`2017 Building Codes and Standards 1/9r2017 C CD Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n O FL#13192-R4 FL#15272-R1 FL7h 444-R 10 ■ ■ ■ Code Entity or Date Date Date Pending Date code Entity o pate Pendino to Conde Entity or 20 20 Data Pending Type Versio Manufacturer conw Engineer d, License Validated By Validated Submitted FBC Approval Approved status Type Versio Manufacturer Contact Engineer & License Validated By Validated bmi FBC Approval Approved Status Tyge Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval App_ved Revision 2014 James Hardie Building Products, Inc. Ping&fter� Zhu Ronald I. Ogawna John Southard, P.E OSi28/2015 08/17/2015 09l07r2015 10/1i3/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F Schmdt, P E. Ran J King, RE p Y Y n9 0212312G15 02/1912015 0310112016 04/15,2015 Approved pp Revision 2014 Ceitain'reed Corporation -Rooting p g Mark Harner Robert Niemknen n W Kn h P Job ezevic . E 1 2/14/2018 12iOSr2018 12115/2018 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367.2526 Category: Panel Walls (330) 922.2390 PE-43409 (813) 767-6555 Category. Roofing (610) 651-5847 PE-59166 (954) 772.8224 Subcategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@als:de corn Subcategory: Asphalt Shingles markd-hamer@saint-gob Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Compliance Method: Evaivatlon Report from a ain corn Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida F oor da Regstered Architect or a Licensed Florida Professional Engineer Professional Engineer Profess oral Engineer ICU FL#13192dt4 Products FL#15272-Ri Products FL#5444-R10 Products LLJ Quality Assurance Approved for Use Apgrowad for Use Impact tMion Sea # Product Modell. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved i$r Use in HVHZOutside HVHZ jmaact Resistant Oesian Pressure Quality Assurance for Use Approved �gq,11 jp� in HVHZ Outside HVHZ Resistant Pressure Approved for Use Impact Design 1 Cempiank Lap Siding fiber-oement lap siding 01/01/2018 Yes Yes WA WA 1 a "2T" Soffit Vent or Solid Vinyl Soffit 12/3112018 No Yes No N1A Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Q /1I1 2 HarcliePlank Lap Siding fiber cement lap siding 01/01/2018 Yes Yes WA WA 2 b. &quat,Alliance Ta&ctuot; Soffit Vent or Solid Vinyl Soffit 12 11?.018 Na Yes No v A 1 ertainTeed Asphalt Roofing Shingles Stab, 4-tab, strip (no-ct-t-outs), laminated and 07A 312017 No Yes WA WA Z J architectural asphalt roof shingles Z Q J a SHEET NO. PA 1 A N en U 2 L O 2 Florida Department of Business & Professional Regulation Page 1 of 1 Q O Building Codes and Standards 1r92017 cu Florida Department of Business & Professional Regulation page 1 of 3 Florida Department of Business & Professional Regulation a,F, or 1 — -r~ O N Building Codes and Standards 1/sn_a,7 Building Codes and Standards vsr01; Product Approval Application Detail PW pP - CIO Product Approval Application Detail Product Approval Application Detail FL*5219-R3 O L cD FL#12328-R7 Products Cede Entity or Date Date Date Pending Date O O Quality Assurance Approved for Use Approved for Use Impact De=an FL#21675 R0 Tvoo Versio r,1an WMr 14�i contact Enaineer & License Validated By ,Sy�j ed FBC Auaroval Approved O Sep # Product Model. Number or Name Product Description Contract Expiration Date in V Outside HVHZ si ant Presscre �e Entity or 0— Date Date Pending Date Re40+s"ar vi:,14 -h�rnpso'1 Arcnitec ral Metals Company, Inc, Scott grown James L. Buckner Steven M. Urich, PE 05/01/2015 04/2912015 05/10/2015 08/23/2015 Approved � 8 No, 15UL AsphaRsaturated organic feR 01/07/2019 No Yes WA WA Typo Versio Manufacturer Cotrtact Enginerngineer&License Validated By Validated Sub i ed FBCAbproval Abugvecl status Category:Rc�s'inq {813)248-3456 PE•31242 (717)317-8454 � Q �� Co ICU New 2014 HomeGuard Building Products, Inc John Chestak Intertek Testing Services NA, intertek Testing Sevices 02101I2017 0,i25/2017 02P0312017 Subcategory: Roofing Accessories that are an integral Part Yre Roofing System tivatidationCyahoc-corn Q N � i O Approved cf compliance Method: Evaluation Report from a Cj) (D L }� Q Category: Roofing (904) 240-1382 Inc NA, Inc 1-torida Registered Architect or a Licensed Florida 'Processional CU Search Criteria Subcategory: Underlayments jonn.cheslak@hgvvrap.co (6N) 520.3321 Engineer a;__ Compliance Method: Evaluation Rep Report from a m FLAP5219-R3 Proaucts Q Code Verslon: 2014 FL At 12328 Product Evaluatior Entity ,� Application Type: ALL Product Manufacturer. ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL Sea # P; gduct Modal. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: &L Quality Assurance Approved for Use Approved for Use impact Oes4an &ruotl`%I Top Oft Ridge Vent with Baffle for Tile". Minimum 26 Gauge Steel, Norninal 4', 6', 1213l/2019 No Yes No WA Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL San # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8', or I G&/ro9 Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underayymentts ToughSkin 16, ToughSkin 20, ToughSkin 25. 01/01 i2018 No Yes NIA N A Wood Deck ToughSkin 30, ToughSkin 50 2 2 &oilotRound Top CM Ridge Vent wth Baffle for Minimum 26 Gauge Steel, Nominal4', 6', 12/31/2019 No Yes No NIA Approved for use outside HVHZ: ALL Impact Resistant: ALL 7' e& not 8'„ or 1 UW*9, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Late To: ALL &,,oat z"tandaro Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Norrnal 4R, 6'- 1213l/2019 No Yes No WA fc Shulg+es? quot 8&939„ or 10'. Wide Off Ridge Vent Attached tD Wbw Dank Florida Department of Business & Professional Regulation ,�.7 r o!! 1 Florida Department of Business & Professional Regulation page 1 of 1 Building Codes and Standards Iil U2n^7 Florida Department of Business &Professional Regulation Page 1 of I Building Codes and Standards V91201; Product Approval Application Detail Building Codes and Standards 1110rz017 Product Approval Application Detail Product Approval Application Detail FL#17202-R3 FL#2075-R7 Code Entity or a o n DatePend D � FL#16588-Rt Code Entity or Data Date Date Pendlna Date Versio Manufacturer Contact Engineer &License Validated By Validated submitted FBC Approval Approved Status IStpli Versio Manufacturer Contact Engineer& License Validated By Validated dated Submitted FBC Approval Approved Status Revision 2,014 Lomanco, Inc Andrew Carter James L Buckner. P E Steven M Urich, PF. 05I01f2015 0510112015 05/10/2015 06,F2rl015 Approved 2M Entity or 20 2W1 Date Pending 291 Affirmation 2014 Florida Metal Products Inc. Clark boas Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 0227/2015 02272015 03/092015 Approved Category: Roofing (501) W2-6511 PE-31242 (717) 317-8454 Type Ve io Manufacturer Engineer & License Validated By Validated Submitted FBC Approval Approved SubCate o RoofingAccessories that are an g ry acarter lonlance.conl L.ffirmatbn 2014 O'Ha in. Manufacturing, LLC g Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE e9 +Y 08/17/2015 06/17/2015 062512015 Approved Category: Roofing (904) 783-8400 (786) 315-25� In' -coral Part of the Roofing System Category: Reefing (707) 872-3620 (305) 868.4707 Subcategory: Roofing Accessories that are an clark@ftamco.com Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Marie or Listing Product Evaluation Entity FL#2075-R7 Products FL#17202-Rf Products FL#16588-R1 Pr^ducts Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design §291 Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HV Resistant P• ressure Sea # Product Model Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq#it Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/312018 Yes Yes N/A WA , Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10=19 No Yes No * 7 5'-97 5 Iir;9. Hagin s ClcaKad Vent Tile Attic Venflation Proluct for tile roofing applications 04/04/2018 Yes Yes WA WA Mechanically Arched to Plywood Deck. 2 0mn1Ridge® PRO Vent PR04,N klo:ded Plastic, Root Ridge Vent Mechanically Tr110120",9 No Yes No r1-J;AI-135 Attached to OSB or Plywood Deck CZ (D Florida Department of Business & Professional Regulation Parr: I Of I Building Codes and Standards Q Product Approval Application Detail FLm5076-R3 Florida Department of Business & Professional Regulation Page I or 3 Building Codes and Standards 1/92017 Cade Entity or ,1�et 2 ut Da a Pending TYEe Versio Manufacturer Contact Engineer & License Validated By Validgl2d SMkirnitted FBC AopLeval Approved Status O Product Approval Application Detail Revisor. -1014 Global Protection Products, LLC Tim Robinson 'Ara€ter A. Tillit Jr. P E John W. Knezevich, PE 05108/2315 0412412015 05M1,2015 061231201s Approved Florida Department of Business & Professional Regulation page, of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 7 72-8224 Building Codes and Standards 1/9rz017 Subcategory: Storm Panels tim robmson@gppentcom FL#784"9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entfty or Date Date Date Pend Ina Date Professional EngineerCU Typo Versto Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approvedl Statt FL#15076-R3 Products FL#15088-R1 Revision 2014 Boral Roofing I MonierLifeble Thomas Jemmett ICC Evaluation Service, LLC Gary W Walker 09/1012015 08/252015 09/2012015 Approved CU Category: Roofing (602) 289-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Ilpoa Oesion Cotle, Entity a r Daft Date Date Pending Date Subcategory: Roofing Ties ihomas.jemmett�lwral.co Seti # Product Model. Number or Name Product Description Conti Expiration late —a-Lrri 1�7. Outside HVHZ � Pressure Type Versio Manufacturer Contact Engineer & License Validated By FBC Approve! mews Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steei Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes NIA Revrion 2014 :Aobal Protector Products, LLC Tim Robinson Walter A. Tiliit Jr., P.E. John W. Knezavich, PE 0427/2015 04242015 05/03/2015 06123r'2015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-8224 — 2 24 Gage Galvanized Steer Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 126112017 No Yes Y`es NIA Subcategory: Fabric Storm Panel tim.robinson@gppent.com FLN7849-R9 Products or not by tracks to provide hurricane protection Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use IrnpaM Design, Pk r do Registered Archtect or a Licensed Florida sea 9 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076 R4 Professional Engineer 13 Saxony - Shake, Slate amp; Split Shake Flat Profile -Stockton 12/312018 No Yes WA WA Code Ent' or Date Date Date Pending Date FL#15088-Ri Pr du s 14 900 Saxony 900 •Country Slate, Shake & Slate , Flay Profile -Henderson 12/312018 No Yes NIA WA TYBg Vers io Manufacturer Contact Engnneer & License Validated By Validated Submitted �� -- FBC Approval Approved s Statu. Quality Assurance Approved for Use Anpro,Kd for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales 12131 2018 No Yes WA NIA Revision 2014 Global Protection Products, LLC Tim Robinson Walter A. Tillit Jr , P.E John W Knezevich, PE 1212112016 12/21/2016 Val,caled Seq g Product Model._tiumber or -Name Product Description Contract Expiration ate in HVHZ Outside HVHZ Resistard Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-624 1 GPP F.A5Rr; SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 121312017 No Yes Yes WA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 121312018 No Yes WA WA Subcategory: Storm Panels tim robinson@gopertcom or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 villa 9W Medium Profile - Lake Wales 12/31/2018 No Yes NiA N/A Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/312018 No Yes WA WA Professional engineer 26 Villa 900 Medium Profile - Stockton 121312018 No Yes WA NIA FL#15076-R4 Products sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure v, 1 20 Gage Galvanized Steel Storm PanelslHVHZ Corrugated Galvanized Steel Storm Panels retained 12131 /2017 yet, Yes Yes NiA Pane.IsINHVHZ or not by tracks to provide hurricane protection r;orruga Steel Storm 12+3112017 Yes Yes cu 2 24 Gage Galvanized Stec! Storm ed Galvanized Panels retained or not by tracks to provide hurricane protectken No r;,A O LL CL 0_ U CU Florida Department of Business & Professional Regulation Page 1 of 1 0 Building Codes and Standards 11912017 �a Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 AL a — Building Codes and Standards 1%f.420?7 Building Codes and Standards 1WO17 FLf012856-R5 Product Approval Application Detail Product Approval Application Detail LN (n Code Entity or DateDate Date Pending Date ICU I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FLOIT869-RO FL#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04292015 04282015 05/0412015 060222015 Approved W Category- Shutters Subcategory: Storm Panels (954) 493-8551 PE•OD46649 P.E. tomato-alum.com (305) 510-8531 Code LM - ersio Mangtacturer Entity or Contact Engineer & License Validated By 2& IZ3L Validated ub i ed gate Pending FBC Approval jig Approved Status 229E Im versio ttlanufacturer Erttity or Contact Eno inftr & License Validated By 20 pill Date Pending Validated Submitted FBC Approval 2111 approved, Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz. P E. 07/0312015 07,0312015 0: /10f2017 08I18d201 E A.ppioved Pe.z..on 2014 :TVV Building Components Group !nc / Faslode Stuart Levis ICC Evaluation Service, LLC Wiliam M. Ranieri, PE 03/2512015 03202015 03/29M15 Approved ^^ Florida Registered Architect or a Licensed Florida Category: gutters (5611712-%- 82 PE•0046549 (954) 394-8521 Category: Structui al Components 1847) 918.6473 (407) 681-1917 I..L Professional Engineer Subcategory: Storm Panels mikebQallamencanshutte 3ubCategory: Tress Plates slevas@alpmeitwcorn FL#12858-R5 Products Compliance Method: Evaluation Report from a rs com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L ;iw Product Model. Number or Name Quality Assurance Product Description Contract Fxpiraton Date Approved in HVHZ for Use Approved for Use Outside HVHZ Igo Sesistant Des!S!? Pressure FL#17869•RO Professional Engineer Products FL#1989-R5 Products ICU 1 0.0 uot Aluminum Storm Panel SOtf.q 0.050 uot; Aluminum Storm Panel with Optional 12/31/2018 &4 pub No Yes Yes NIA Quality Assurance Approved for Use Approved for Use impact Design W Clear Panels Edge", Storm Panels, 28ga 1213112018 No Yes Yes +541-54 Quality Assurance Approved for Use Approved for Use Impact Desiall Seq # product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 ",Safety Edge" Storm Panels "Safety Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 17�,r BCG Hi3her Strength (H &arnp, S; Metal Connector Plate 12/31/2020 Yes Yes NIA WA (0.018"") Steel, 0.022" Alum (Pert 1 229a, 24ga Steel Panels 22ga. 24ga Steel Storm Panels 12/31120117 No Yes Yes r41A .' "Y 13c:' 1-i-ge Plate Meta! Connector Plate 12/31/2020 Yes Yes WA WA � Q 3 24ga Steel Storm Panel and Non-Perf), Clear Polycarb (Full and Hall) 249a (0.0232&quest,) Steel Storm Panel with Optional 1213112018 No Yes Yes +1001-lG0 3 IT'-.V ECG Tri.:ox Metal Connector Plate 12131/2020 Yes Yes WA WA Z J a - is L'. lavr Metal Connector Hate. 1213112020 Yes Yes WA WA Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quat, Aluminum Non -Porous Hinged Storm 12f312018 Yes Yes Yes WA Panel Q J a SHEET NO. PA 1,2 (D C _ N O U N_ p L L CCD l) O OCD C li Florida Department of Business & Professional Regulation Page t of 1 Florida Department of Business & Professional Regulation Pa,1*r 1 or, .� V .� Building Codes and Standards VIW2017 Building Codes and Standards 11s-To-i ` Florida Department of Business & Professional Regulation Page 1 of t CO U Building Codes and Standards 11WO17 W U ^ Product Approval Application Detail Product Approval Application Detail O 2 ii Product Approval Application Detail O Q O FLX2197-R5 FL#1644-R4 O L _ CU Code Entity oral 20 20 pie Pending C Entty o PDat-end pa O � Vesio Manufacurer Engineer & License Validated By Vadd eg FBApov DaY status TvVe r i Man fact g C2acfiaineer 8 License ywilI B � Validated suiamin FBC Asnrova€ Approved Mms 22SLe Entity jI 1$ Date Pendina 2212 Q>JIM (1) Revision 2014 MTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06f11f2015 07/05/2015 Approved Revision 2014 Bosse Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered Ct5/2712015 WC4a12015 06!02i2015 Approved ZyRe Vr�rsjts D!29! pier 2ontail gngjgger & License Validated By validated Submitted FBC Avowal Approved Eaws — Q Category- Structural Components (314) 851.7480 LLC. Category: Structural Components (541) i?26-02i#J Wood Association P.* on 201, 4 r �c Era rree-el'Wotod Products Robert Taylor ICC Evaluation 'Service, LLC APA - The Engineered 05/2712015 05f06l2015 OW212015 Approved Cn L— � Q Subcategory: Truss Plates dvvert@mii.com (205) 599.9W0 SubCategory: Engineered Lumber roberttayior@lbc.com (253) 620-7467 CategoryStructural Components i541) 828.0200 Wood Association O Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a aubCategory: Engineered Lumber robeittaylorgbc.ocm (253) 620-7467 .E (U -e-� Product E,valuationEntty Product Fvaluafion Entity Compliance Method: Evaluation Report from a ._ Q f .-ocluct cxaivation Entity FL#2197-R5 Products FL#1644-R4 Products F #1 5-R4 Products Sea # Product Mode). Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Sec # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant L1es Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A WA 1 Versa -Lam Laminated Veneer Lumber 01101 f2035 14. Yes 1 ill, r2iA u Pr _clue# Mode`•. Njinber or H2me Product description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mill 18 18 ga. truss connector plate 12/31/2017 Yes Yes WA WA Wood ",I9quot; -k-sts CIMI 2035 No Yes NIA NIA 3 MT18HS 18 ga. high strength truss connector plate 12/31Q017 Yes Yes NIA WA 4 MT20 20 ga. truss connector plate 12/31=7 Yes Yes NIA WA 5 MT20HS 20 ga. high strength truss connector plate 12f3112017 Yes Yes NIA NIA Search Criteria Florida Department of Business & Professional Regulation Page 1 t Building Codes and Standards tls+zu 7 Product Approval Application Detail Florida Department of Business & Professional Regulation Pape 1 of 1 Building Codes and Standards 102017 FL#6527-R6 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Code Eni or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated submitted FBC Approval Approved Status Building Codes and Standards Irlino17 Revision 2014 `11/eywhaeuser Jim Andersor, ICC Evaluation Service, LLC James A. Rothman. P E 071061'2015 03112.12015 0717G+2O15 yppro•.ed FL#18r -R7 LU Category: Sructural Components (253) 924.4084 (608) 839,1344 Product Approval Application Detail Subcategory: Engineered Lumber iimanderson2@vveyerhae Code Entitir or Date Date Date Pending Date Compliance Method: Evaluation Reportfrom a user.com Tvoe Versio P_.1arrufacturer Contact Engineer& License Validated By Validated Submitted FBCApproval Approved status Product Evaluation Entity Revisi-orr 2014 t' AS7-CRETE USA Inc- Craig Pamno Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16d2015 OJ2412015 03f18/2015 Approved FLIM630A Categorystructural Components (813) 621.4641 (-W) 315.2590 Code Entity or Date D,_te Date Pendina Date FL#6527-R6 Products c,ubCategoryProducts Introduced as a Result of -parrino@castcrete cem jypg Vgrslo Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact t Qsian ew rezrhnoEo 9>' Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07J06/2015 05/12/2015 07/30€2015 Approved S_ye _# Product Moda Number or Name Produ--t Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Compliance Method: crtification Marie or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lurnber or Oriented Strand 03131/2017 No Yes NIA !viA FL#158-R7 Products Subcategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 0313101117 No Yes ht;'A N1A Quality Assurance Approved for Use Approved for Use Impact Design€n Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03,31/2017 No Yes NIA NJA Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimfserStrand LSL Laminated Strand Lumber 03r3112017 No Yes fllA Pit+A Hi, , .Strength ^.oncrete Lintels 4, 6, 8, and 12 inch ,vide Lintels 05/21/2016 Yes Yes NIA NIA FL#16311 Products FL#1F S8-R9 Quality Assurance Approved for Use Approved for Use impact DesignFL#6527-R7 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ litesitrta& Pressure Code Entity or ,lea Da a Date PyrrOjm 2M Coe Entity or 0 ,fig Date Pend Ina i TJ! 110 Prefabricated Wood 1-joist 03f31i2017 No Yes WA N+A Tvsse Versio Manufacturer Contact Engineer & License Validated By Validated Submitted Ft3C 82pray4l Approved Status Type ersia s.';anufa. tuner Contact gn ine ¢License Validated By Validated Submitted FBC Aoorova! Approved status 2 TJI 210 Prefabricated Wood 1-joist 03t31/2017 P40 Yes NIA N/A Revision 2014 Weyerhaeuser ,Burr. Anderson iCC Evaluation Service, LLC James A. Rothman. P.E. 1Of3112011, 1 11,051 o16 Approved Re isinr' 7314 1, AST -(::RJETE USA, Inc, Craig Parrino W1iam,Dade BCCO - CER M€ami.Dade BCCO - VAL 05/06M16 04r2912016 05106=15 Approved 3 TJI 230 Prefabricated Wood !-joist MI12017 03/31/2017 No No Yes Yes NIA NIA NIA N/A Category: Structural Components ry' ` P 253) q-14-40&4 608) 839-1344 ( Category: Structural Com orients y' ` P (813 621-4641 315.2590 ) 4 5 TJI 360 TJI 560 Prefabricated Wald Ijoist Prefabricated Wood I joist 03131C2017 No Yes WA NIA Subcategory: Engineered Lumber jimi anderson_vveye 1 ae Subcategory: Products Introduced as a Result of rparrinacastcrete ruin 6 TJI/5600 Prefabricated Wood I -joist 0313112017 No Yes NIA NIA Compliance Method: Evaluation Report from a user.CCM t•:ex technology Product Evaluation Entity Compliance Method: Certification Mar"r, or Listing 1`06527-137Products fLAI2M38Produ - Quality Assurance Approved for Use Approvsd for Use Impact Deslon Quality Assurance Approved for Use Approved for Use Imp eet Design $e9 ## Product Model. Number or Name Product Description Contract Expiration Date to H`1H7 Outside iiVHZ Resistant Pressure S. ea # FY Uct Model. NUm er or Naip_e Product Description Contract Expiration Date in HVHZ Outside HVHZ pt Pressure i Microllam LVL Laminated Veneer Lumber 0f3/3112017 No Yes WA t:fA 1 t , Strength Corr>etc• Lintels 4, 6, 8, and 12 inch wide lintels 0512112017 Yes Yes N/A WA Parallain PSL Paratle.. Strand Lumber fJ'.131/201 7 No Yes NIA tUA 3 TimberStrand LSL Laminated Strand Lumber oaf3ioci ND Yes N/A NIA 4 T.J Rim Board St*enrtrara@ Composite e-ur.-rber or Oriented Strand r_Gt3112017 Na Yes NiA FaIA b ed Rim Board 41r'r;worhaausesr Rim Beard Oriented Strand Board Rim ward C31/31f2017 No Yes NIA ivlA �D Florida Department of Business & Professional Regulation page. of 1 Florida Department of Business & Professional Regulation Page 1 cif Building Codes and Standards Vs;2077 Florida Department of Business & Professional Regulation Page 1 of t O Building Codes and Standards 119/2017 Product Approval Application Detail Building Codes and Standards 1/9n017 -4--1Product Approval Application Detail Product Approval Application Detail FL#6450RS CU FI.#1774-R4 n i r si to Date Date Pending Date F! #1138w-R4 Tvne Versist Manufacturer Contact Engineer & Llcega Validated By Validated u m' ecd FBC Al2g[gy lii] A=rgwcl Code Entity or l i21M Date Pending 17�I Revision 2014 Powers Steel; c m1air powers Steven W. Schaub SAMUEL A. , 0:312612015 0.2.312.015 ,_r r 03/30!2,1.5 �r 0611Z .C. )15 Approved Code imal Vers€o :^gnu acturer Entity or on ct Engineer &License Validated ev Date Date Date PentiIng Validated Submitted FBC Approval Date Approved Status jj(Qg Versio Revision 2014 Manufacturer Commercial Concrete Products,inc Eno ineer& License Validated By Robert Gillis THUY H. HUYNH Florida Engineering Validated Submitted 07103/2015 06124/2015 FBC Approval 08/20/2015 Appro ad 08/2e!2015 Approved Category. Structural Components SubCate o Products introduced as a Result of (602) 43? "160 PE-60509 GREENBERG. P F, bit werssteel.crim F- 166 Revision 211,14 ors Steel ', rc; auiiliarn novvers Steven Schaub SAMUEL A. 03/26=15 03/23/2015 03t3(Y2015 0w2t2015 Approved Category. Structural Components (813)659.3707 PE-60122 Solutions Ne,,vTechnology t.ategeriy S u turn Cctnporrent (612)437-11&n PE-60509 GREENBERG, RE, Subcategory: Products Introduced as a Result of precastgator0yahoo.ocm (352) 588.5311 Compliance Method: Evaluation Report from a e b ategoryProducts 1,4!oducad as a Resuit of f !igpowitrssterel,corn (813) 645.0186 New Technology F or0a Registered Architect or a Licensed Florida r� T nr tiJyr Compliance Method: Evaluation Report from a Professional Engineer r Compliance -Regi Metnod teciior a rt.rom a p po Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida FL# 5450•R5 Products rofessi,,1E-nre neer Professional Engineer FL#i774-R4 Products Quality Assurance Approved for Use Approved for U ;mgact 2MIS-11 f ItA1 .,,33-f1 p _r t eC # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Im a Deli n 1 PStpxgL T P ozgL T (5.5,r8) Powers Steel Lintels are field assembled lintels 01127/`2017 [,to Yes WA rdA Prcdu%T, C41odh€. htz �tber or3lame Quality Assurance Product Description Contract Expiration Data Approved for Use Approved for Use in HVHZ Outside HVHZ �j Resistant Pressure aS,gg,� Product Model. Number or Name Product Description Contract Expiration Date � in V i� Outside HVH2 alit i tcor•sestng Pressure# of preforr*sed steel lintels combined with 1 P rP-:3X8 Linteis Powers Steel Lintels are field assembled consisting 01101/2017 No Yes WA WA 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes WA WA concrete masonry units: grout, and steel reinforcing }a bars.- of preformed steel lintels combined with brick or concrete masonry ,nits, grout, and steel reinforcing bars. C ^ v O «u O a) CL �J U CIO -0 O -4--a J cn t� m V Q L CIO W ¢ z J z SHEET NO. PA 13 `i"`\j�""Y I ERD C rtNkate d Aer7rwYzatIon 99503 January 1, 20 (S orr MM MMARCII & DUM, LLC C0nr"0rafAY0ldfl dta0*AS03 353 CHRISTI AN STREET, UNIT #13 '' TRINTY I ERD OXFORD, CT 06478 PHONE: (203) 2629245 FAX:(203)262-9243 EVALUATION REPORT 1 TRH i 1 RoOFtNs Systfads EYAt1MTbal: 1. SM14c. pyeduc(o,nx; Roofixg sub-Cliraii - Asphalt5hingles compliance Stumnexi M. CertalnTeed Asphatt RotNRp Sfhirgpes, as produced by CerminTeed Corporation, have dery nstrated compliance with the fallowing sections of the Florida Building Code and Florida budding Code, Residential Volume through testing in aaordance with the i04001uns Sta(Vdlif . CanhP145tce Is subject to the Installation Rap W"WIVIs 3M Umitations / Cortoions 'V [ RN t 1 ERD S. tuMreATntKt S4 This is a building cola evaluation. Neither T✓inhtylFRO 1101 Robert Niemirhen, P.E. m, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or desitnsufdanteunless retained spaclikalyfor that pi+rpasc. 5.2 This Evaluation Report is rrot. for use in the INK S3 Fire C'tassifxation is not part of this Evaluation Report; refer to current Approved Roofing Materials Nmcwvo for (ire fauna of this product CArtainTlegal Mott tvahadat t 3S32.09.tKatti RE: Ce(rtiAe■don of Independence, Florida F.A.C. Rule 4IG20-3 18 Moores Road FL5444-Rf Malvern, PA 19355 U&N of revenue; a9/22/00S of use set forth herein. SA wind rbtsiifiation: ReWtkn tit 03/06/2015 2. STAt4rrAeta: Sidi All shinghes not" herein are Clasnfed in accordance Witt FBC Tables 1507..2.7.1 and R905.24I to ASTM 03161, swm- 211195111 I YtiL Class F aWor ASTM D7156. Class H, indicating the shingles art arreptable for us in ail wind zones 4to V-„ . 150 To Whom it May y C:oneern: This EvWuWm Report. is issued under Ride 61620-3 and the applicable rules and regulagoverningors governing the use of 1507.25, IAW.2A phrsoi wuPerues ASTM 03ee1 2OD4 roil MA =194 mph) Rehrta Section 6 for Instalfanan requirements to meet title udnd rains, construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nierninen, P.E. for IWI.7.1. AWS.2.&l puked Reshtarxe AStM IN3161. class f 2009 SA.2 Presidential Accessory, Aconsm tw Hatteras, Shan& Ridge, Shadow Ridge and Cedar Crest 'lip & ridge shbtghes use of the product under the Florida Isulding Code and Florida Building Code, Residential Volume. The products described 1907.2.7.1. fNK2AI Wkd Altamonte, ASTM 07158, class H 2O08 have been Evaluated in accordance with ASTM 03161, Class F when BASF Sonnlastic NP 1 adhesive or Herhkef PLt This letter serves to document the following in accordance with Florida FAC. Rule 61 Ca20-3: hilt have been evaluated for compliance with the $I' Edition (2014) Florida Building Cade sections noted herein. R[1eleRep: Payure a Roof Flashing to application instructions, indkahng Me Sealant, applied as spew - !n mph 3. shingles are acceptable for us in air wind zones up to v,� =150 mph (Y,a =144 Mph). are b nairwind (V 194 1. Exterlor Research R Design, LLC. de'Wfa Trinity 1 ERD does not have, nor does It Wtiba nd to acquire or Daypurno r: CentainTeed A9phak RuoIII g Shingles, alien Elftm PM 5A3 Classification try ASTM D7158 applies to exposure category 8 or C and a building height of 60 feet or less. C ICU46Drs will it acquire, a iirhalcial interest its any company rrnarntlfacturing ordfsvibutkhg products it evaluates. UL (TST 1740i ASTM D3161 94NK%32 05/15AS98 by E gualRed design professional are requlM for conditions autsltle throe IlniUtons. Contact the shingle 2. Exterior Research & Desigt, I.I.C. dlbfa Trinity 1 ERD is not owned, operated or controlled by any Lamm: la(sNI1g shall be in aaordandx with the requirements of the Accredited Quality Assurance Agency noted herein ILA a" 17a0) ASTM D3161 SMK265O6 SAd23J2999 a(rsr 17.e1 Asr1e 03161 e3r.A12702 05/2712003 naxluhcWra for data specific to each e V �,.,,A company muwfaeoerin Or distributing glCts it evaluates. �� g ng prod end FBC 1507,2.7.L tAD5T 17.E JLS1M 03161 Q3CA12702 Os/14/1003 SA.&I Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) fort the Certainreed asphaEt listed force CaNrg(uro Ca uguilan This Evaluatkm Report is valid until such time as the named product(s) shams, the referenced It. ITST 174% ASTM D3161 0.4r KM47 inlovmm roofkg shingles in Section 4.1 through 4.5 exceeds the calculated uplift (F,) a. a maximum design wind 3. Robert Niemitnen, P.E don not have nor tevlti acquire a financial interest In any company Quality Assurance documentation changes, a provisions of the Code that relate to the product change. Acceptance of this wltsTl7ao) ASrM osi61 04CA11329 M!Ast2oaa V- r residential i o sae" d y.y - 150 mph (,. 194 mate) for res de ual bilw4ings located n Exposure D candmb s Mitts no manufacturing or disa•ibttdrtg produces for which the evaluation reports are being issued. Evaluation Report by the named client constitutes agreement to notify Robert Niemblen. P.E. if the product changes or the tin.ITsr 1740) ASW Dk61 04W29U IA/03/2004 topoaraphual variations (Bat terrain) having a mean roaf height less than w equal to 60 feet, -n rekreKed quality Assurance doa,meatertfat charges. TrinlrylERD requires a complete review of this Evaluation Report In.(TST 174M ASTM Mist MNKVM 04/15/2005 The shhngfas are permissible under Code for Installation these conditions using the instabtmn procedures detailed 4. Robert Mierininen. P.E. does not have- nor will acquire, a financial Interest. in any otter entity invoked relative to updated Corte requirements wink each Code Cycle, tit. (TST "" ASTM Mat €5IvK16778 0S/121Mos In this Evauatiw Report and CertainTeed minimum re"Irements, subject to minimum codified fastening YI the Of the product. approval process prod ABVw7eat■ar The Evaluatbn Report number preceded by the words 'TrinMyiERD Evalurted" nub+ be displayed In M (Tsr 1740 As7M OU61 O'5CA1677a 06/1742e10s UL(TST174M ASTMp3161 050K148% 05/2Zr M requtamula s Established within any local Jurisdiction, which shag take precedence. advertising literature. If any portion of the Evaluation Report Is displayed, then Art shag be done Mn Its entirety. UL ITST 1740AsTle D3161 CSNK22wo o6/2V2pps 5.5 All products In the roof assembly shall have quality assurance Miatta In atcordarta with the Florida & Ndirg Cade and Please contact our office with any questions. M46rM.Ttore upon regluest, e copy of this attire EvaluationReport shall be protriefed to the user by the manufacturer a its tX (57174% ASTM 03462 R684 OA122/mos F,A.C. Rule biG2o-3. distributes and shall be available for linspection at the job site at the request of the Building Ofil del. UL (TST 174% ASTM D71M OSNKDM7 06/l8/20D6 6. 6MAUXnON: ���' IA (TST 17401 ASTM D3161 & 03462 09CA2e873 07/23/2009 tit. fro 1740 ASTM D3462 1oc"Llm %W07/2DID 6A Roof deck, slope, underWymetn and fasteners shall comply with FBC 1507,21 R90&2 and the ShirWe manufacturers This Evaluation Repot consists d pages 1 through 4. {R.(TST 1740) ASTM=61 10G413M 10A18=0 minimum requirements, . ,Ar!" IA(RT 17" AStM D7nS8 ,otA413ar 1W27/2o10 6.111 Underlaymem shag to acceptable to CatalnTeed Corporation and shall hold current Florida Statewide Product Prepared by: # (TST 1740 ASTM W261 & M462 10CA44%0 i-t/lit2m Approval, a be Locally Approved per Rule 61G203, Per FBC Sections 1507.2.3, 1S071A or R9052-3. ,�w.+^'�ULLLC M--�Z'N� ULLLC fist%nl Anna03161,D3442&07158 13CA32897 22/22/2d13 MT%n) ASIM=61, C8"2 TFWLKea4 w2Z%14 61 Instalation of asphalt shM4$es shag campy with the manufacturers current published instructtons, using minimum four (4) nalls per shingle In Kmwals" with FBC 2507.2.7 or Section FM5.2A and tlta minknem requirements herein. Robert Rliemirhah, P.E Muctt5 ilm ASTM D7198 TGAH.Elaa4 O4/2ZM14 6.2.1 Fasteners shall be In accordance with manufacturer's published requirements, but rho Mess than FOC 1507;2.6 or rfOrtdl Rey No.$91" rite VhW� tAUci$UAs625) QualityCadroi service oortfirmalim Es.P.a pAtr(117 R905.2-S. Staples art not permitted. Ewak Robert J.M. tfur non, P.E. n.dv thsa..drpr..w....e .,a.4.a oa.4.n. vx-*00�:'04 4. PINI ueT D�MRton 6.2.2 Where the roof slope *needs 21 units verbcai In 12 units horuontal, use the'Steep Slope' dlrect{om. tE e. elvNIA . d.4n.mt,e.....W.--g14"- FiOrida Rep im Na 59164, Rarfda DCA ANE19r3 r4t-..w sW'K.rrt.eer.q.,h., %- .... d.ft 4.1 CT20TM, Xf- 25, XT- 30 and)rT- 301R are fitengius reinforced, 3-tab as k roof shingles. 6.3 CMainteed asphalt shingles are acceptable for use In reroof (tear-offj or recover applications, subsW to the "vA,°aw.wuw"Ha°'t.'ae'e't""n..e`ar"r OenrtrAnoagefw■aaalon s 4.2 Carriage House 5hangle , Cmietun� Slate"`, brand hiBMr spangle-, landmaNc-', tardnterkl" All, tardmark4t Pm, Imitations sat faith In F'BC Section 1StO and CerninT4" published installation h%trutwils. L TrhwtylERD does not have, nor does It intend to acquire or will It ocgswe, a financial Interest in arty, company manufacnrmt; or Landmark"- Premium, Landmark' TL..andmark" Solans and Lanirarit' Salads IR are fiberglass reinforced, distributing products K evaluate- laminated asphalt roof oldie 2. TWftIERD Is not own pat, operated or mnV*kd by any company marwfactlritg or distributing products R ewaluitaL 4.3 Presidentad Shake"', Presidential Shaine`" IR and Presidential Shake TL" are fiberglass reeirrtore", architectural - & Robed NRn*nen, P.E, does not him nor wig acquire, a financial Interest In any company mwwfacFudrg or ds~ag products for asphalt roof shingles. which the Evaluation reports we being Issued. 4A Hatteras-, Highland Sets- and Highland Slate- IR am fiberglass reinfomed, 4-tab asphalt rod shingles. 4. Robert Nkmlnen, P.E. does not have, nor will acquire, a financial Interest in ary other entity Involved in the approval prooess of tithe 4,5 Paonat - is a fiberglass reinforced asphalt rod strip -shingle {with no outs} providing a laminated appearance product A This B a budding code evaluator. Neither 1hkiVIM0 nor Italian Nieminen, P.E, are, in any way, the Oesener of Record fix any through an intermittent shadow line with contrasting bland drops for color definition. project on which this Evaluation Report, or previous versions thereof, Wives used for WrImtlmg o design guidance unless retained 44 Presdental Accessory. Accessory for Hatteras, Shargle, Ridge-, Shadow Ita$ge", Cedar Crest" and Cedar Craw- ra spedRcaly fur pat purpose, are nberglass reinforced accessory shingles for hip and ridge Iostaliatloa 4.7 Any of the above listed shingles may be produced In AR (algae resistant) version ehtres roa RMRAacm a Oessen, LLC. d/b/a TrWRY1e11119 - Cotnnc4te of Autaers:auea 00502 MAIM 00 wear way . seta 2" . Seattle, WA 08104 - F. (206) 447-0"4 - Ft (204) 447-9840 oftow RMeech and DLT.igil, uc evaluation Rom 11MA9.46441410 Mase{w Research hid Owtpy UC. ensiup" rh Rise, 3S32AOAha EAST$ 300.1.0s. IM-1 #.It 10 - Gerard, CT 041479. ►$ (202) 242.924S. F, (203) 2412-0240 C Ell 141AVOW6.0 .BlMt R54444W tahYOtatt.KAnmtrnrprnMM F634"." Re icon* W/wiy'AOss R&vNi* n9:efa WZo13 Pqa 2 Oft exec 3049 6331 lap & Ridge, Option L- Shadow Ride- .__._.... _. _. F4P"a3F ANftlarAtn jemshw4aMrYt LSN1sm*A- awJhr=wAll, air In Uda W dc*)km himehoom N" WAMlr 11Mwinceah kffta%wwlf wA.aatpraewas/ 06F48 tsaaeaaom warrwa Note: For ASTM DAM - Gass F, use eASIF Sonalastic NP 1 adhesive or )kednd PLO Polyurethane Rod & Flu(ag Sulant In accordance with manufacturers Insffuhdlons. 6.331 Hip & Ridge, Option 2: Cedar Crest", Cedar fist" IR Use two fasteners per shingle. For the starter shingle, place fastener 1-kschh ban each side edge and about 2-Indh up from the nectar shingle's etrpos.d butt 4dpL For Each Full Cedar Crest Shingle, play fasteners 8418 rode sp from Its apua al butt Edge and 14ndh from each side edapl. circle eaaesr" ants tiuto, nit, lyeMr..fA..wa.de.SMM BORAL ROOFING Build something great' BATTEN INSTALLATION - Battens are to be fastened ttra,gdt the batten and through the plastic pads. IAcatione of pact are marked with a target on top of the batten for ease of Installation. Pads are located 12' on center to allow 12" or 24" on center as requited per (ode and roof design. - Battens are to be Talented to the deck wih corroabrrreektant fasteners. Batten festerters are to be 8d nab, #8 - 2-inept wood am" at 24anch on centers, or 2-i ich (atg 18 Mtge staples with 7/16- Irian crown at 124noh on oanters. Batten fasteners are to either penetrate 314-inch trio the roof deck or framing or through the rood deck whicheww Is lass. - EBS compatible save risers should be used to insure proper elevation of ewe teas. TILE INSTALLATION Basic wind speed 1088 then 100 mph and with a mean roof height of 40 feet or less - Fasten ties to the battens any. Tie fsstereers crust completely penetrate ffte batten, but not penetrate the underlayrnent, bock or frarnieg using the following recontroended fastersr Isngths: ew.kraea ra"" autA&Ss-w R3444-0 AndWidn It ettl/a'Am Road! Basic Lund speed 100 mph or greater or reran roof height greater than 40 feel. - Roof ties must be attechsd in e0omianoe with the -Design Calsiideraations for High wind Application' in fhb Tile Roofing Institute (TR9 Concrete and Gay Roof Tie - Irladicn Manuel for Moder- ate Grnate Regions or the Florida Roofing and Sheet Metal ssode ion COrK a and Gay Roof Tile Installation Manuel. a Tile fasteners am to either penetrate 3/4-inch Into the roof deck or taming or through the roof dwKwhichever is Isse. M USAGE RECOMMENDATIONS CederRe & Madera - 120 fireeer W when courses ere g.25 to 10 inches {Each bur die equals 0.8 squares). - 130 blear feet when courses are less than 9.25 Inches (Fact Wndae ewals .738 squares}, Ali Other ties - 80 Inee roof when eoursas are 13.3 to 14 'vechas (Each burrs equals 1.2 squares). - 90 Inear fast when courses are 12.1 to 13.3 inches (Each bundle equals 1.018 squares). Usage may very departing on tie course layout and adjustments for roof size. TRNTY ERD 6.3.1. MV'. Xr-17S Xr"-3ft.-X 34a: Low so 111I119MMP Um Hipp sm `7 Tt- vft Eg6+arolnxl*0Wkr"Whill 'M'dwl-.+-As'*'"I'+i lhtfwem8rrdtd d asl�sftlpw=f�tS.aglOkioofugcrawttxagestl(D(far hr: star; t t25nnr-'- V°osiarge"' ___ - - )-1 3 7 &curt 1'rrs rm)- ma11"125nat siedahaaareaw4wat -- __ VHw mlum ser4hr a T low". air rl!Yer.rrt.dlaD=1R 'rd[7'BA Wt* Me droob9ftM&*Co 0111149s040 rg. n-,? e.,.4,x,-#0#rae9A4Aaeai• 6.3,1.1 Hip &Rd4e Cst shx>des s I-T 6 hri!--;1'1;'-_. 1� �' r ei purer '�rr ,f su uu - sea ateArn w t sf-•trr-atoaAVarmx,A" .+ieay - . l ,na'Irc�d a 3*Wtdwrta.+aaa. � rL` pe"rl,aetaxill NM-4E•Oa• a Note: For A" Oa161 - Class F, we BASF Sonolutic NP 1. adtmtve or HEnwuf PL- Polyurethane Read & Fiashtag Sealant, In accordance with manufacturer's mstructons. A,3,2 Carriam Hause•SM:sk-I&pnanoW Ststal wits (Rd Manor shagglei OARNUUM ""Wmdrmauma;ararmvmmeat .row btom ra Sat adk fit Navy tin MENU,. hill Sod W willoWI ebe a% attiwaspidagink .dme rwem it em/ w Dw10 loin am* and de mmmm ante.4}gahtmsbamaw i` e2S nae0 Bile eetrrdilo (yre 773). Ae)rdi maeleerdwt EeaMgAa■104911faa i 1- I' la04 aid L t--�.i, ta." l�e� n1x`4 1 a °"r All }- aF' I'". I Matl40PAw, , liaq,Y74i.vs.lra.lot t,.rsere,,.wa'•e+awGkaaaitAr. ta- r afore - --FAOEp� AgromR aw.ra4e4hrdavrfasrv.r--Pibi4. Ma.MMtrAd"OM4(AP6* aMfttwYa. ies,,tet f tutu, we own, ur. cxro-at. qr/r:N, ie4 t391r som"ho.tworta nAmrs-Ra atesi4.1■ Rewkfan9t03yaAT29r3 hed4or9 5.3.2.1 Hip & Ridge: Shingle- Ridge 1r Lf-j AbM-f7I&SOWM*t �0 181. f 1paapng la ,7 ffdfldm 16T " arGiT �, F'_ JIPWn-*bSAWwatsh'*Nil 1110 Y Oalljfer. $A jss Nate: 'e ASTM D3161 - GMs F, use SASE Sonolastk NP 1 adhesive or Henkel PLO Pol"Kettme Roof & Flashing Sealant In accordance with manufacturers khstr Xwns. 6.33 I attdnsaht-- t&Wmmde a. trror sdN' Mar n ffwmk Landmark- /kYsl tahAnsek- Pmw tassAhhaek• 1L Landmao!k m1RiusumRan M u ommomm M it 1W tr O P RMh IY Aea swum tin laan* aid IN WO daiginig 1■Igwa■ ertaagfd Mbw wllla ate lose Aygdr wflaa mw dairy ma AM No Tree IL 4*runriosg4ameidga m1* edmrerwdasgdaArm trim ftsmagiew PAtwlw Ilaaednwed Dwt kUQ p,ih.er4/AA W*~MMs a. =� ■it r0 �, iJi % e" U/ <:� f� MWOdvtnW-O-pwfo4r .sdia$.eRenwd�n,F.tw. l "argiontteFwtnaus." ni44a.ea 0 I"-n*oa/$$/aots Faga sers Wallier Engineering, Inc. aR(atw-iwc oitmm FCC Etaslaat m Service, LLC 03 � Road �TMM ERD TRNW ERD TRNTY IERD • Bah> 54WIAW� 35235 2625 ' ao6aiathaASuaaR,5ultnra 20i-iS4-0160 Note: For ASTM D3161 - Class F, use BASF Sombstk NP 1 adhesive or Henkel PLO Polival hant tad & Flashkg 6.3.5 Nat11gaw-: GA6 Hkw W -Starr- tit: i �iritatt7lamm fa �yw'� . fax. SQaUgS-44s4 Sealant to hand -sear Cedar Crest dlktNes. AV* NP 3 or PL adhesive from the midi, of the shingle's rafxd aveday Teri WARMAM sW Serf ER . MMSYMMOTAM , ,,www.kc..as,,srg I Apn1 on the top piece and Edmtding ap roodrtmoay 4-Inch Borg the sides d the headap along a tine III to 1- neh from 9,2615 um each side oFpa shingee's headbp InrrtedtTdy align and apply the rwayilg shingle, Bendy pressing tab sides =into 1,4..a $ t ownin "bad sacer"x raoiMcaw.r bl rwS the adhesive, and Install oath. To scare the other side, apply a 1-Ihdh dlanteox spot d NP 1 e PL adhesive I rv'.i wr` .:.r .f:.'I ppNW"dg,.Iy,. Ny .p, gp,Ydy(• it[p�ICi Apprplrai Adm1IIt3&atOrL. betw,eentheFNraelah� APdri•d�R'"ed.1jagiti"rilmlik aCertification of Inde ndence for Evaluation __ C,-Y+H ohetmtdye.kumBIK4.YettlMlWBmafatN6ljpeIIYwewai �e iuite90 '8�staDdgrllB�r V �p�4h$.u`f�,,,,�,...r.��,,� 1-r Mf.,tMrll Yrd i3'lV1�VLW {+/YlaleiR -11aW1-_ - _- __ aw [CC Evaluation Service, LLC Tallahassee, Florida 32303-4759 °h se .a-aA.adEah..ra.a.wa.eayrr a.amed.Mx-aarwdallipad .,ra,.as (1 IGG valuation Sertrit�, LLC, does not have, nor does rt intend to acquire or will Re: FL7849 R7 (O' w,tr.2 Yw.aeaara.MiM.. wew4.drdesrey.raw.re slhe i' .irj _sf, y; t '.0sa.iwaq.. of..ta-Made-ft .rtwkt*" Pn ,,., t=. - � ii acquire, a financial interest in any Company manufacturing or distributing . P Yrwaxi I HeI warlieoabred$ld rr.p We+.bie-snamoboFh4UM ABxx1r-.*C.Am.d$4r Injt.,w9',~ xev. a ,�„, �,���. pralucts for wth evaluations are Issued. Dar Pned■et Approval Ademeistelear ia.eg /ewu�ta.aa rs..twsiF.YeJd 635A Flip & Ridge, Option 1: Accessory for Hatteras -%%assert. e1..rhadr.wr (2) iCC Evaluation Service, LLC, is not owned, 63.4 t P,raaw via sit e- el n r .lea n�erated lu controlidd by any I have t�mpaTed the do a in the fwitum rag codas to rodil iDe it the new edition -COMM'm.nnwr mrt.Ott oat e4.mq cram .Y company manufacturing trf distributing products it evaluates. of these codes lab 1LV1810ns that atTect the ofoole6e roof tile: M tNlL swvAn do,-dwa6besgYPwdilft 10awd 1t 6.16.1 Fop & Ridge, Option L Refer to kotructions herein for Cedar Crest`", Cadet C7ast-' IR or Shingle Ridge -hip and f3) ICC Evaluation Service. LLC, does not have, nor will acquire, a finstricial interest ' aetartositawhilm ataemaelNtedtmreeeaeeted I. IdglgrrMe#lrtelef��rgt7ral�"�10h9adigianfs.the/alwtrwalllTiae■i�igi6 rCaF1a2012 > a 8.fp¢1*drrm.pehsbOml.ae;adw8Y4e84=61*& ridge shingles. .� MaeW,AMmd itanim1 ar.aFwNaaatFebrm% - r - r.`.r... sltsstaFt 2- LlakdFagei� ed4rtRe/axldetCodlr2004ihditiontistheb�rdeel6(aFad dedFglotCAuft2412 in any company manufacturing (N distributing products for which reports are I der--1 r4.eYaaeswrs4ata4r.414.dpgsuy.aesrat t 6s.7 PaaMstw: being issued. - "' ..--�- taw 1NIE 56i1� SiD1i tditiat. Use WITatlk Ion e.ey low) shingle located wseen txr� si.KRR'& 04 now W" a"I"maoaea"'e"€sr.WY to n� i I I dI I- f 2 ,w*a*I. h*. Miler -mass, m.t moftASMRAW (4) ICC Evaluatjon Service, LLC, does not have, nor will acquire, a financial interest g. � 2D1f1 edition to the I�bd& Cain; Miliffift �- _, - _ . _ _ _ _ _ - _ t ,, % * I. 1•(15 Moo W. of in any other ent ty involved in the approval process of the product. 5ei editioo (2014). 1roTr. APlt/ds9hw glbaiwddak gMmre4RswtraeeanrmOR.ds.atas r rmE.ert.PaltwagyrM.n IAFsiT:li-70:lpJhaFpieriF4e9arapHYkioarhm 1. -Ism -2--" s .ie,.'s' w.bm€:cvtrai+.w.marr�ermmsaaomrru4�wa r. m:s 4. F%rfda Ca'dai ReaGimeAlu 2010 edition MD the Baflldl4gC.'�, dnykrMAwwva.drlhAya N ROWOAwxxwy 1rYyt$s A } "mil S'e edition (2014). . AgwatT. e:dey4 mtdai wn.d, - - TI--- t a�+hi d � -i �, •-Moi+rt .� _ _ _ I �% A , The result of this coma elism is that � we no changes to fhe nvwa vodka that affect the 63.4.1 Fop & Ridge, Option 1: Presttentai Accessory Noe: For ASTM D3161 - Class F. use BASF Sowfastk NP 1 atehes%ve or Her" PLO Poly$xepane Rod & Fleshing '{ - ' 4-r I fosutil'acttlne Of (amDrtse Toot tilts. The only 1iai7saODa effect the iln6ill1tiDe1 regltirealemi which FABO Milt ACMM Sealant in accordance with manufacturers etffxumuams. 8a- I�'=""�y°�"'- If' have lip impactquality of concrete loof dies l Rt.ueaar and 6.3.9.2 Hip & Ridge, option 2. Cut Hatteras Shirgles -°Rae ia4 " ors. -1 Shahin AA�nian, P.E. - President - Aidgea a��es up a t for (a "* as a m t>m 7'trea 'r_ � sip &Rage: Refer to instructions herein roc Cedar cram. Cedar cross 1R, Shadow R age " or Shangk Ridge" guy iGC Evaluation Service, LLCignempa„�Y C� Re boom dp dtail`aall.' Fat■encAac *mq %%$goer MO Arm); I and mnaga st 8 Built Conclusion: edition (2014 and the!°i�OW M W *Cook eats of W 5 e edition (2 W09L The boatn mowtbe lit• taaE tx bariky as t�Paaeeaw r...{ ` 7. LAanafc ) Codes 5'k ed n (2014). dear -W Ann d o dad of Omopt * drop# de disk Pladkow i I �$ ' -10.1 C� 0-T 7.1 Each unit shag bear a logo, city, state and loge d the koW red o.+--.-I--- 1s" span -I 4 ` � permanent label with the rMnataetuners tarrw, I SWEm a merS to t oc Attoenoc)•pAaeI I'll - - - -r'sh�ff& ,. -. .... VAIA ) � -C C�+aliDy Assurance Agency noted herein, s, Hlpdtgbsa ALrt2's12 ;PMSmd,�pdodace494'11S1A' � t� 7.2 Asphalt shingle wrappers shall indicate compliance weir one d ate ragwed classficadons detailed w FBC table �' aesawe} yttagM SMM Sbfoile " L5071.7-1y R90S.L&1. Note: For ASTM D3161 - Cbss F, use BASF Sonolanic NP 1 adhesive a He" PLO Polyurethane Roof & Flashing S. Bunoer6 Pager Ile AgglimENi£ TLZ � a--- j( Sealant in aaardance wall manufacturers kaWudbns. P&mOarj5dXWEN- obilyw6mak4.args f�(lll541:•/nd8#09boofcpAk tbWadrll�le V - 6.3A.2 wP & Ridge, Option 2- Refer to etotrtnsUDns Mrdn for Cady Lent"', Cedar r7vn- re hp and ridge shingles. As regal" by the Bugdnng t}gimLli or Authorrty Having h.ntisdktbn in order to property evaitlate dx Enatailatlan d this pradatct. /7..., ,n,.,,,, p Note: For ASTM D3161 - Class F, use BASF Sowlastic NP 1 adhesive or Hertfrch PL- Polyurethane Roof & Flashing Guy W. w'Y•!t ax�4 , Sealant in accordance twilit manufacturer's ERsirwdifans. 9. 14AtAlFAf7li■ild PtAxtS: ,' ,'4p Contact the named QA eatRv for Irdomatbn on which. plants produce products covered by Florida Rule 61G20.3 QA4. r r{ >'7c, 10. QUADrvAssuexacz vrrttr: ''*� r - - fro d'34'a u UL LLC-QUA9625; (41A) 248-6408; karen.buchmarmxnut.vf.com r h -i. ` - - END OF EVALUATION REPORT - Cf-. Thomas JeDi�c - Bo1a1 Roofing -1932 South 51" Avenue Fhoe�ij,i , IiT' E'C� d . iE.uw Osaadarlh and acre•, LLC. Voixualioa e.P-•1 M32Ab.0540 eMMer Amea.h and oftilm 81G evad..haa. Re@-*t im.sam-ea boxider awaandi and Diago, LLC evoi"ben avea t tsn.otes-aa "a{. r O.O.MotAOW%WMOUW BaYYknkai/Y6D5 JM1S ~ RevYrastkd9/ .1Avb,",.~4 R4wYson 9:a - Pt■e7d9 P�6aft Feoslag - .L.-..._.- _t. ._ ... E!R,141a I M-atWtdelyA2!91!eGandTaWed Paap.2of10 EMIolf t I idWWMyAwleptedaral77DMad-.Fa(Ieaaf19 EDR466 ( AllodlMdegr6a YenanOTruadad Em4dis asomig T I adoa "!ftAcwpWandTheYmd paw 6of19 Four WE aW be Metaled Min alleges that are recognized be designed b wt WMW RC a odyn■tdc wftd MO TMI11-TRE DI WSMS. WE* TS AM KVKWAC(WBMG FACH.ITIES TARM i--"BIMFOUMs, tYMO$AMD WANW^CnkvMO FACILITIES W,OMVAVOO TABLE I. -ME FACTORS AM TiE FACTOR RATIN In a coming ICOES evialuali m report. Tar use in comaese manMM in MCORWKe vdR as "cams on Damp Mail" Me appicakim In"mmh of tabs using Rrmse CWdk$M VWS for High wind Applications in AtppMft 8 ngttar'set systems; acts[ be It accordance Mot ate moat d to THYwSWA MNLIN Ut MWABL The generic; 1CC-ES EV*kuftn RopW E$R-I"'/* alMstdiCarltY OX-Es evaloom Report Rgiuk d adOtlynimYC LVM N MOK determined in IllwAsd k(y 2013 4A YIMId Na1MaMG: r KNK Wesel ft moopsed trytlr W 0r 7Ma1BpOR168(&faCif0f6VtauafAOg[Nt f,1Qf5. "1 Ced=M I Cedwft U06 Madera and 11-1 a also 0Talk 2 tD ON*, Ore Required aeto8 aft WAIN ntomad for btu wumc rod iD be;ing Daum Tice AMNL I (Ni4234W I (Gl I@94613 A Subaidiarydare rnBFrnighwar(Ode Canla7a "11.1 sets IM fisritlnln or these go i6 Rlated b Annowsega aerod;4ww wm morn t Far tte Pear nee the prescriptive peametes of Table 1507.17 tor UMM2k taskr■rg system sad Rum Table 7A of the deso vaad spy (VA) of 130 no MO Isola) or less TRVVJSRCA aekat m ammK NEW to egrW to or DMMW ar ao tee-lN§R $kLMO YD1Si erroaat St and PMdde a viler shop Act wd Lass era and miler+roots r■igiau of 61) feet (t8 9 m) «k m Ve gar than tsa saU" awndtlwnk upR atonrttt for As an ooeun be, on nW n rlwraKf,-lgE3d md) Bee splsdat mdtik trAtg tt■eiM PMDIECIM de110 -, vMb Author krgs ea iept far the COMM and Strafes S7 it 1e--OalaragaNOM7Ma AID Pia am app ed (11.1 oekate0 V'st , , - " or WWWM tit %fu-Msch•LaClt 44 F1wCbs**N Wn: on ibm t a cew nwd ■ r em «Wald AID Re e�oa[d ■once in a co mien rts- in mr, ,1 dance wt t o tepon, Me Boni n 1.9 wood h hMe Wudr Imoug IBORTHOLaMt idygy wMl f■ nit bit b prltdence a lwerghh�ca(aea buggellused Knew, Center FAN" cam ida and ties we CWB A rod cdverltge in pONM be MEW in Mee or the two mlb required for raw gapes at atcogkme odor MC SOCOM 1511152 bad 1RC Section MORAL It00Pf10 ME 1tVISM CYriYt ORIVE, MM IIO Ai roof hies are coined b retch retPlYed shalplh teeaore dti➢laerA product dno Noe, dim miuma and YlabRd &12 and over. The Knew linnet be d wmtwd to Ft!)M , Vanilla roof On are Mbaiad wan a roof tat penvis a atwer)pt Ike deaf a walk man of 4 inch a smart e, tlerwatlD[I WAA tie in acsadance MM OhO QAL94ORMAIm{n dly VhepM are sanctum an Table 1 of fell FepUt. Fbror sae (III mnj. The bupdwmd screw 1k must have a 330 (3.5 am) End a head diameter d Profile, ate Mnb*Ad In Axon 1. D (Isis matt), ti p coodmixws OP USE lMmmimomL� 32 Coawb►MndF IMac The ale may be k■LUed won boom& Baum fhnaled The EkKd ROD" tselnrded concrete sod toes dMCFR*d IN -W mor ties are eamded comelde sod ties the( muse be nm*taey t- IFIC ly 1-Imh wage. rater Me met 1111118 t°PDreportVAT* sift Or ors uAWft b WO aYAtNiION StA MCT Comm we Aging C1492 The No nit is mMrMBtBred In DO IlUMN b nee I - wan a Bogle es sWMW in, Anse codes eared IN Section I at irk are sariflm,, rnmeMaasdesnl0e'hSectlmSki. tavabindwood Sam hmlecenkr wow hole. The mpor.sutljetkbthe UbvagcotleiaolL A1111AVIIIIII. BAFAMLGNA tied, 461tmp fie 29It don4Ow cWlg. The ad lid Is dWWgMI screw ue■t pandrde We Dam a Nauman of 314 Itch LI Tire rdernes dust be armaled in accordance accordance 1No tadlat mil a lugs. The pndutt dregRaadn. dimensions (III atntj tut eMtn not perrebal I fte tndaflayarea The repatr the aMkMk code WA ire TRu 11011WAs COMAILM M0. CL "NC "k EIPAMA l MMtCMIAMR, and too" dry wdgli we Indicated In Tatie t Sex top edge d Re ale b aphid with he tip d gig bebm toob*UMn manual AN case of a cooled ' " 1, o fre aw*AA 00. SIONESi M tR OM, NDMESi M - FOIee i u to awAfal dme fe. S AM MADERA, i1ADERA jai. WsNou S I tat! MC Mid MBi IRC: d OU've sore rt■auMl All thb repDiL eNs ntpart mild MAROM,ONA MMWM SA,I W SAMOW aft saxogir 4A MSTA A AU M =r m 4ors f TA font ales b amitea loft erresergNwe elaaeNMMs d Tank - Sme 7% SA)BOMT SM, &%XCn -*L%W &%XOW4"IE, 4.1 ODOM 130i.3.7 dine MC Aid Se m R1%&&7 or one IRC, as L2 The rod died" And mail 11al I won Nt * be &WWWAXXW r UA►IE'. SIU MW,SPOT OtMtE. Ihub- - of fa aunt ramnnD wDr On mast be It fie. w baic wind spines ti�� gusQ a designed for me applupiMk foods dmmwm in 1o0 lath} ge fro aBar rod BB40Ig"k et acsdadgacewhirtinappacatilecade- LUMNOWT1LAMN MXCW41 ACT, SAXCMTMF am,.,wn...•e VAh me rxlltsee mill (icy PAW Tile IMPACT. SPM M -r. pAMifH -S- I W#% i■JAS MOOm M■AW for Modals COMO " (s 2 in n rip feeg {t8 2ma curt} ge Iles for ITe MC echo 4O bat The ft* Roo" � IgVN&L VAN"M ROIL. VILLA VILLA SM, VILLA March 20'p, p NOW by fn TIE I■�e {i21t>z mm)«bpsttatie go �Maes a Tgae 1 iNddrr Mf AM VILLA 206 MPACT aq wdgm s Mf�s I WOW CaSaMs A=OCM n Se SKkP 4-4-1.1 br bSlenlhl d SIMWM+BUMVgb a"My COMO PWMn abet NMMCWM try eCG4-:B. (a�w milemed b as gee TRIwsRCA tlsI I nor Was EV13EMMSiMLMTIM 9Crewha00Ctho ■flb#fA 1.f EPAItu17IOMSCOPM m■AMA ant recogdaw In Jam. heap n Aber, see Salon 44-1-1 for ice MhlrllM i on ballets. Daly h accordance tin Acceptance chMYk (k■upEs•w 1eMl1M tbfeasq thddec otllehNbe e0ged fi tub repo[ h case da cdNlglct dek4eal ■ 20tz Act more alrtr■IbAsf dRSiNg Cdddr QBC) lire . - - - n rlherala♦ aid lib impart, ails report governs 4A.2 Act OIMr ISM MOW C4darlb I ddrlab am SM, I - fM Cloy and Camgde Fdoof Tin {AG180j, defied February a Floor Maaer4aai fhdaa 701r 2M2. This smA at he 7Adge dCat Ia�bN NiaM mat ■ mt2 ant 2009 ttrnleroaaf!(baldnRhWCodnt l�7 be avaiable l ire jomfe l at arMa daring inerlldfdrl 4Ae f 9M2 OM For Almgle WM sperm (Va) 7A 1OEMTU: DATNM ' a Of■rCodes ($aa Section 6.0) The f" vm mite be IRBfaIPA an a nIfiN%gAn and sppe cf 2'/i12 (20MI06). Coe lama be greet wing f M of 130 moll lonih} or less and mew spot heights of The 1eMardOe # eadt Rid ME, gCe(lt lot i)eerrate 1 60 led (t8.3 m) or �, Was REM be Intuited 'M The Wee III "ow ewshatis Yktlfefon b ease! that al ioU ors IMpt Aloft at 00mxe ugh Re Wimoltive Wills esers d Table rot. Medea 700 And Metes hip. k IMn■sI lW7.3-7 d Ore f3C. F« rates! Fbo" logo (Fgae 2) a grpimNbm beyond tvMe cite MoaeRtieMe « dtNai ■ Fine tfaaMcaidn bite teem aid aelltal jbfia arc 8< Ili aApeB b S1R "gis a 4Mbetl■rfe sktm" eaem r caw 10 eaRae Maroan taw bg%gm lit an P paaameters, hre ales am file fastmllg fete mane Mor wUla e, agent Baal U"W or Vogue- e.AacMdodandbrol■nrod ma.upansiderAgaus a lm, - aMp� t alnt � In WCOM Ve d Cadman I Cetlr� AIM Mo" 70D ant Madera on for High VARANI hsee an If bpioled an Be lop side of each Me Each MarMappn !.f 11fEs Applicators Un ta ors do We 2012 WC and Bic (-SCE 7-I% shipping pot must Area e a table De3Rtsg the Barad Roditp 42 ApRsaM Slit Syriura: The Boat Ruoetp , o , -I- rod ilea Mtstabd over sift The Boar Roadi g rid da nay be `stied with cord ale n 4A f3 Mt! Far beak end Ap6Ulb (satesond ghat} NW the 1k dMgn gft% maadKWft baitera aefdrna; DOW, W WOW. QWNW of twill per Paw sl■i - g elm aaed n Cuss A roor cwArMp AN adhodes Rea are dstogrr- In a currant Kr -ES d 10D mph (161 MO) or gem aid matt nod heights; of Woo -ban die; ikgaie:d weV and the emaka■m apart 40 Nest (12 192 mat) or ks4 ties nest be E■taged r ueadwc! with Secfdn 115052 or f■ OC and Section evmkmOm rand for use h concrete and %V Me R902.1 dried 5W, number PESIR46471 acwtdAece with me prescriptive paxanekrs d secom "plicafoM, rwelafolh of Mn trsrrg Rae oNagn sell RS06,3.7 of the MC. For appkaions beyond aces! 8-4 DINER COOED &I Ots0wMOM "s■m mitt be M axamnee V M f1e aMnrmte mavAmlmers uXrF$ evab Mn report antsMm b me Codes meva%x ed to Section 1,e gtes ages; aw the Amileak Inoducts �secaedance &I laeeelsemo Camnaw ftw lom mail vAh e h d pr prodYCb iR R16 rFyiat cable evlAtled for compliance wain These roof MOB in alluded INerbtit CahMmb rod Mn 43 Mercer net "WAM:: ffflA= Design CwsMenMom for High whg mem**emem #One "OWG CWM 90 T 1 a n � era Ste�lor.1 -1 l sages d fts aka to rime Me MOaadMeWeIM Me Floating MM WC and IRM F« ■ 2Q06 ASMnregiorrd diwideYer CuOle" pec) owsiromme gimewmwc &per (3-eet0ad gadr d 1410 nph (tilt WO) «Ism And Mean 'pavmw Apo 2M4 rod NWO OF 60 fee (18 206 mill) (if teat RK Re 18C Or The anal r4M" C=Fetft Naas INS iMMed Over 40 fee (12 192 11 0) or tn3 Par nee pkC. On mrwt be said or spaced 3I I g are considered Cuss A In Tel DES/6RI1Tfat INSTALLED ate � n �} D■tEAmue ) 1&1rNFACTt#dtlCh FACntTT LENG111 WIDTR AWOS-3Mta 10.4 16'la toll. pamoww haasb-TudLmw 10.4 lee 101h Pompano 68FOG r09W 9b 17 13 Lao wiled Ba"*"OW 92 17 13 LOIRW g rtulona - loved 103 ts'h 13.. K* Cod lo,1 17 12% Lam Vrmlw COdito I Codw"a0 3A 1314 13 EtfaatafBWCSMa 9A 17 12s4 HidtrW EOWSIBMtelpw a.6 17 12% tab Vipers Espraf iaalleea 0o 17 12% Its. em mismek" to _ 17 12% Wait eMI&Pcdwa00o 6.9 17 1 12% Raft 1latanyt ■10 - m kwtRed am 9.t 17 13 sdoctean MaMm 0.6 13% 13 Qalay Torero 71t0 72 131t, 13 cam Neater 3/Br446M 101 104 13 Phoenix goo -s>pMpM LAMThtkA 9A 17 13 gocgsn samryr-Qaw ftft 10.3 10'it 13 Key "Way -OMM"on" /03 tr 12% RAM 9toamsy -Cn." alto 10.3 1814 13 KAY SEWN-Owal Smb 10.3 17 12% am - ftkl0 of j�m10.3 16% 13 Karr "MW-BVW Tb*b 103 1614, 13 Kaq SOWN -F 01 I TM%h 10.3 17 12% Wald 8aalnt-Enough Taath 10.4 11 12% Lab Yuan SNOW -shoes 10.3 let, 13 K* eamAWaft 95 16% 13 Phoenix sanway-shake 10-3 17 'A - Smile - ffiwmry-an" 111A 11 12% Laawaler srcay - Beaft 9.6 1/ 13 Denver sam om-&tw 9.1 17 is Lab" 8aaony goer -Same 9.1 17 13 mxtwn slowly -sae VIPleh 13 Phoenix 90wey-swa 103 1614 13 Till away -male 10.3 17 1A roolft sammny-$Meg t0-4 17 Wi. Lam W*n awMry ea -male a1 17 13 1 IJAwp saEay wO S9 9.1 11 13 awc1don smom m- Caw*v sbm 4.1 17 13 uxow r same -Blab 9A 17 13 Dorm" so-w - Couiy Slate 0.6 17 13 Denver saxeor- 1gw4Old Eno" Thwch 9A I 17 13 00" Surat' -sped Stew 10.3 17 /2. REab saw" -ell '' 10A 17 1221 Laker Wabe sentry -spin BpfY 103 17 17% Fifaslo IRE pEsiGNATION aNSTA€f Sonny S(MHT'4" nomumv LEWM Da,) 9RufTe tRlaltiFACTFadR6 FACafTY saxay-SM Sant 10A 17 12% Lars VMNes saxonr am • stake 5.1 17 13 eaatldun _ 9aksmy sue- scats 6.? 1? 13 skckprh t www 500 - Sate shwa 5.7 17 t3 tlbrarn Saxony Tim -sera 7.2 t7 is gerkSrh 8aaom 700 - siaa 71 ri 13 abdon tasty Tao- SpiltShhdre t2 17 i3 tasrAbn 8aao.y-,W-anal. 7.1 17 13 Rfao BanonhrMe-slaw T.t 17 13 NHaa gamy me -Spot shale 7-1 11 13 Maio Seamy am a. t 17 1'a Hatormn -Shake 8atxorvY 9d0�Sis3E 3 f 17 13 FhirAknw 34ktmy San -C o11emm 5: - - 9.1 .. 17 13 mwxmrsm +axixT 900 - Shaft 11.5 f? i3 (Ake,NAs Saxony son - Siam f ed, t7 13 taft Wabe 8axenywo-spiashai. 1 e.6 ( 17 13 Lois walls Ssxnwwo-CovtEg_at_a1F_ ws 17 i3 Lida wars _ ilrirak; V .... I " - to 10% Porapaup i �tleii Fes! 8rtWA I A0 twit 13 trail' '.%nrniast AW i�• 94 i wix 13 Polio - OR tglh 13 Phuw* Vibe NOP• ; so 17 a Rwb ... 14ess100 } as 17 t3 Dinner Lib am _ SA r 17 13 Ram \tb am 6.0 17 13 8lwlmnn VMS fill 9.3 17 13 skmwop 1Mt 10 wit i3 Kahn "Ila 900 02 17 13 lift wain sorlifh'S Num 19 t7 ell tam Wain srmry fix S.0 17 13 Aalo set ysea 9.3 17 is Itfib +,.Morn• -"Mt to.6 18% 13 Kahv _ saxpny-impart IMS 17 10 D@DVW 62*0"we-krhpard 10,4 117 13 at0tkltn vita sw-impact 10.1 17 13 Denver CAMW 100 as 10% 13 Tares Honrealvwd--snake s,6 16% 13 Tanana Flonatimd -31>b sa 16% 13 TWOME ROM 4.3 101( 13 TKOmk SWARY-sham has *" 13 Tam-= gota•r-9E41e Vo.S i614 13 Tacna 9"Wq-[)'wad'7Sofa 10.5 11% 13 Tamm Sa mn/- will shake (0.5 16% 13 Tatars 9axadv, -soil MOM, '.5 t6X 13 7aceM I - live go A :nA&.t.Llir.uncle,...degw•d.v.w Wallmr _V.O.wJi...(-wi0rit�1 in*" In accad race v t frp pltr9 IVAE parameters d ffiCadatltme Mat he Wrap! A MAN � SWW 15D51 Far Si: I Inch -25A ma, 1 par. 4.88ir,�. •.a 3L f finch= Zkd mrti I pe= 4, FA egre' .wwr.wr4rnirmM.r .-----drd.*dw- 31..&- $.Wb=smA i.&.&& C..:L,.,, Rr oft TAW 11 W.17 ire 18C or SK*o RSOIS .7 of he 1RC, and 2WIS IRC Sestet R902.1. AN dher COFK MB d .wA.AtrntM.ra wt 4weiwa'ea.ratr.t0#ido-om aaljlim a appk,(EgW For CS*- bey akl abet p2oriptivE mearAftm we as dMtflbed r Section 2,0 through 7A. 'ieWatd dY vow istaw on a 3aH9 haadrp. CWAWO2a4 ruplesw parAlfOlem he saes and On finstaft systems nnus At dansu>Slors are nra.nurf. IRE or2r.maim I" AE FACMR RATIO' Capri tAW Maaaneswel 1A0f a mmm a I Baeoa r sse OM exasis T*B aww lfat %tree Wesk iW hNWO=kra - &I" 1lomuMEe-00 Rolla ens"-mmo Aaab grt/A1atb'FO&MM 1.013 Wm Bpo m9' t.2U O" rseheghl IV "a" 1.744 ama 1-626 tided Eapmel fewgabwam owaft m Brra. .. . sasry am I mum tlatmoo Silly0 .- m ,fang, S"w goo sa■ou &o" nm" vmmm YU f00 MUM-' ' 1TbfaEkfnab.MftmflBaas■aetlora 1AW 1r. sun sat" L42SAF&A to MadAoMMa raga nW*SRCAiRtlaYion ahtwdlwaMO" dmhrl t8®ry isghdm ftalhsaak - pw■ac Benny -rod■, m ak Wagon, *M Bed, 0 -aT gala, co� gay, tXtaaF n,■ lfadw, r 9- " TMlth and feioM rdn-ah Tdrdick -f--# a) a) C- CO -Cu N 0 a) 0- = _CU •0)0 = =3 a) -0 = 0 = Co 0 An Vn (�DA 1E CnCU C- 0 -i-.a ICU L O . 0 0 Imo. 1 pa" a! Q Z PF J 14W 0) f1 C: WW G Q Z Iti 13 . te ^a W U) 0 CL CL Q -6-0 U 0 0- Cl) M� W SHEET N0. RD 1,0 asoga I intact' WW*AoaeandMW TANOW Para bat N EaMaa 1 Uost HfdsyAmmspledaM 7hsnd Ptiw T at to EaR-lsatr I mbar Ntdr9yAW4Xad aar TnMW Page a of 7a Eat!-16a 1 EOi -1w l MW % k 1e of 10 Alga+-aitY A1rar-Tadaar irar.s-tlarlran rd'a MMiA 1110 - a NaN10i18 YNI�. ca.erc+.• n.aLs aiairra arwawa NLtahh A �•� Irrrr ♦ •rera► �. AMR -Rah """` ICC-ES Evaluation Report EBR 1647 CDC and CRC Supplam@W • aw.4tw�apamrryrrlr 0arayaE s..m-sraawrTima an 7 tlep0ifilA4Vdb 201S IfiNilw A S sa.wr t {tfMg 42346E'r ((Bf@) N1M43 A Saaeidisry of ae tnlornetionai' Coda t'2ounada seco ie0 8wasCDROM"n w aoti7tEEP1Lo7ec'11wL tbethlc w w 1s-ce.a.It Rear lira RDDFRa 7eat1nlr4EcerfaeowvE, ata7e,tR tiMrta i st11EtF cuEORw►Mt1s4RM man" lw.rtar rrMMw-artrw fa1yTSS+IMt own + Maly Iwl"Oft ae.r� EYALtULTIONlIAJ6iST aresae spa a.a.11r+ CONt UROOFTLELAW"IkRARCBAMtLMO,EARCW.ORA-OW%CT.CAMOEMW EFCE ARNTEOW, � �a OUlll161t10, EtiPANA/ RAROEiANA, EIPANA a00, IIOiEITEAD tIIIAIDE, MDIAD-a6A7E, YAOQtA, YIfJOBiA 7M, WM M 84 RAIICLONA ROAM OINt0/4Y, SAt(OMY400, SAXOMY 700. SAXONY OM, SAXONY—SULKS, • SAXCW- -SLAT:. II6AX0W-- 'AMnRY MAIM SAXONV—SPLIT ONAi L SAK0I11f-41R.R MAIM, fA1DNY— RpiQT, aAXOrtY NO-RSPACT, D+MEM-! , SPAMSH -Ir NUMIX Tti" EIAIM. VANMMM ROU, VO.IA, VILLA Ma. VELA SM Alin VILLA 99O-4rACT 1A eVAL"111001 ODOM . CawpMsaOl allSt Sal SOOaRYe aldac firma► r r��■ ta..�pw-weratllarVia,Ca mia Adardldai de sr.gt-wMrwM a 2M0 C0103 i' aws e.^■wre..r.�ar F1upon awltaaead naerw-rgAee Iaarrrirw A a peartitFara•e '"a"a•"1° 2 Fbe ar rC,@ rrrwr. "r""" raar•rsru.► �•nrrar>!_ : �� anal awariN--awYfr�irr PIG111�1-ia.e a.tuarantiosis tcaarYraC> 12 C&NOM&Mgdft OWN @CBq The Moral RDO" cortueh mar ties deactRed In fhe master mpon ESW*47 aW be used ohm a Clam A and ciantrnM - ewam-ariwrlarrr - taalphrirg w1h CDC SeMon 1191111511, a ChM B mar COVM tg coml*A g wad CDC SKIM 1503..1.2, or a Char C lord + - - aroma• Cover" �p9MM VM CISC Benton 15MI.3 N MIpaMA, FORM M SW MNn Is In atteaadawte win the ennui Rpolt aM now Mneapolaol-MgliemmuldsecoomIM7.3.10Md1511dS1ec23C. The MW On be used - ® Responsillift Am any nWMMMmn&A rbarn VAmUm IN provided - I -- IsamIn monlanm *MMe Y�'••rt•r""wr +r"+wr+a.r... � a ► Mpolt and to addLtonM legtdMalasm dseeMslb TOtAs and 7011A dote CDC.. "` ' ••a. e r as CmEbmw Ataat.,wri case flop Ixa1a0 m TM tlard P4w*q cmr no mdfies dtacded in fpe adder rereportSM11647 Mali be rind whom a Chas A Mot cove" !ar noM>m• Ct; S " pin kis/Mbe Co ply" wo eem iM 'I'l, a Chem D Md ewe" con""wler CRC Becom RSM1.2, or a Chem C and 3ocaao+G omw" oarpyap nail CRC SKIOn it9Ut1.3 is m**Id prmrfhd arWltsgsn Ia In accordance was Ills saft rnpod ant fa ad regndloraa. OfSenlarR9M3dSaCRC. The roof Res may be used In tore combuc0on of new tai0aga htarwd n any taltlWWAM an baafte Fire Ara, spa F19 M 1-TS.E ILLitSTitAY1dRS 0C•le•a•d1 pavNat 4pa0a00n is aN0 n aiccardNnts wRi the mailer Mpat a ndthe adtlRonat Mpa wwft cf fed O R127.1 &I aM RO9 1-TRE M.LAIatBATIMNa �• F1+i1rRF 2--#IaM1ER .7iF LOGO OR aORJ6l M:IaFaKs LOWCowNtoDnftb II t1R mr'QIMMnMd tint AID) bMll eVelualied Or aOaORlt! WRI tar ilRrlhidiYNwM1@-Le0aY1 FM, W1-7a.Ea.LUP"Tmlla{C••tiwt•q PM9IRIE 1-TRE axumlATtoMs ICmas•asa Thissuppieme d ei I l comon my w1F the arrI repastmisRred.1* 2013, reaisea April 20st 4hdnl Apia MM LY:.ax'laiarrae••wa�r Mr,Yrt�.��rmwii'��irrnrs•r�dawtwwnerarww�r r•,•isww•RMnlurrlw."/•rr•wwrwlw"kArr+ralawr�.w�wab>cCAiie/.�raltC+Pw<wfeadlr aq�Yar#� YAY,r•• rrn•mrAYr,rr•taaiTa owpuRemra ata•1•f1 FL 0: FL 5219.3 R3 FL M FL 5219.3 43 FL 0: FL 3219.3 R3 Data: 4 / 13 / 15 Date: 4 / 13 / 15 Date: 4 / 13 / 15 FL#. Ft 5219.9 R3 CBIr�K EnginE-�rinq CBt K !i'1 '!nq Page Report No,: 2 $-sRVP•s slaw £a CBUCK ngtr-rtFe�rinq Page rt No.. 3 of 8 Soros-s-ssw•ea � BUCK gin lnq Page Report No.. 4 of 8 SRvp 5 sC,w art CBLII`K Engle maeo h — P gpat No.: 5 8 s"-"w1-"a a�-k*y StnicftJrdl � CRUCKKIV- YraykateofAWhWUVtfomMOD" SPQCSd U StrUc:h.Jrd0 eric*wwrM'IQ Cear[rceXOntrpicaerafa,an•n:auanrams4 spg+r� r*tnjc LXdi Extl,7irl flflQ K,ImCenduateofaathaizathrnset" a9kU S *tJCFLXeM Ed`l0l"t�•rN"1t'� �'w+nc.terWateOfAudionarolon08M4 CB S! ICC-ES ErakadDn Report EBR 1647 FOC Supplelnactr S0i+ddBy r�-t�.� � eeex�y me ,udtwrt:oxan aaAosa FlabasedJ*M3 f•20!a Evaluation Report Performance Standards. The product described herein has demonstrated Compliance with I � �iBf7 1 i�'al (f99�064i A Saba>idery of gre � Coda Gpenya � M Manufacturer, TAIR0C0 Components/Materials Ridge Vent: Standard Off Ridge Vent Standard Off Ridge Vent with Permanent Baffle for Shingles TAS-10D(AP9S - Wind and Wind Driven Rain Resistance and/ar Increased (by Manufacturer): with Permanent Baffle for Shingles Metal Roof Assembly Windspeed Resistance of Sofft Ventilation Strip and Continuous or Tidckness: Steel Installation: Installation Method: UMSOM w MM— � IUENMAL AM tiDUrR wwTRewat Product Name: 'Standard Off Ridge Vent with Pernwent Baffle for Shinglts" Intermittent Ventilation System Installed at the Ridge Area. Field Steen h: 26 a e min, (Refer to drawings at the end of this report) SNOW a7 a! N--Oeaerw. Romt7tu bK gauge (min.) Rmm"HMe.r Corrosion Resistance. So ksd min. Manufacturer: Code tmnpilalMe: The product described herein has demonstrated compliance with FtarWa B gilding Prepare deck opening by trimming any shingles &nails that may Interfere Product Category: Roofing Code Sth Edition (2024) , Section 1709,2, In compliance A79 cowed,Sectkpn 1507.4.3: with ridge vent installation. uses of the rkfge vent ttORALRD0ia10 Thompson Architectural Metals Company (TAMCO) of manvtEce ERNE, mu lw • ASTM A653 G9D galvanized steel " Apply roof cement to the underside, bade and side IRVINE, CALIFORNIA t 0 501S E. Hillsborough Avenue Product Sub -Category Roofing Accessories that are an Integral part of the Roof System Evaluation Report This product evaluation is limited to comoiance with the structural requirements Cement should be a 1/r thick and extend 2' onto roof underiayment. 0LOh7w4MM bimensons:. i yp� Tampa, Fl. 3360S Scope: of the Florida Building Cade, as related to the scope section to Florida Product 24"AWARdommum (install cement Incompliance with manufacturers Installation guidelines.) w, (800) 248-3456 Compliance Method: State Product Approval Rule 6IG20.3-005 (2) (b) Approval Rule 6LG20.3.001. Heigh:ht: 4-1f4" • Position vent flange beneath loosened shingles and align with deck opening. Height: • Attach vent tap and side flanges to deck with folk spaced a" o c. and 1-IXfor NALWAoII lLIER1DT. Lengths: Various: 4', 6', 8 , or 10' (nominal) Limitations and + Score of "Limitations and Conditions of Use* for this evaluation: from each end. OONMWM RDOF 7LM AILAN7RtRAN0EAN4a m 8/11komANA-avv=.OAHB, almoAkm tOFDARLM Me Florida Product Approval Productisystem "Standard OH Ridge Vent with Permanent Baffle for Shingles" Conditions of Use: This evaluation report for 'Optional Statewide Approval" contains technicai • After fastening flange to deck, nail and adhere loosened shingles with flashing OLAs NC 700, ESPANA i R4ROtLCK% MAMA Mil, HOMESTEAD 41MAIM NOMEt't�WAM AORA, Description: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. documentation, specifications and installation method(s) which in61de i'oi rent Baffle: cement. Apply bashing cement to exposed nail heads and wherever flange WAWA 70s, ustlDN s i RANCELCMA, RDa4, S4XONY, AAXONY Ms, SAXOMY 7tlS, MAXDNY Mil, lA DW- # FL 5�19.3 R3 Steal es meet shin SLMUE, WLO W-sL I& 6AXOMY-00UOM y SLA7E, sA70GNY-SPLIT 011101, LVWW-SPOT SLi►7R, aAXCNY- "Limitations and Conditions of Use" throughout the report in accordance edges gam• WAGM SAICCOW 2004W&U . SPANtM'Jr , SPANHR 's- NLEcM 'Baas GROOM , VMgNAM NOLL. VLLA, Florida Building Code fill Edition (2014) Product Assembly as Refer to Page 4 of this report for product assembly compofnerrWmaterials & with Rule 61GI0-3.005. Per Rule 61G20-3.004, the Florida Building tiinhi Strength: 26 gauge (mir..) VELA OM, VLLAswNO AVILLA MFVACT Evaluate: stan dards: rasichn Resistance: So less mirk. Install the 'Standard Off Ridge Vent with PeBafflewrwnt Baffle for Shingles" assembly 12 MMAIAI M SCOPE Method' 2-9 Commission is the authority to approve products under Statewide C x Appsovai. in compliance with FBC Section 1507.4.3: in compliance with the Installation method fisted in this report and applicable Category: Roofing 1. Ridge Vent with Permanent Baffle • • ASTM A792 coated, or code sections of FBC Sth Edition (2014) . The installation method described Cewptrw Ran taltaRewrpaedaatOotion for aaolicatian outside 'limitations and Conditions of Use" ■ 2MO Raft affift Cod,.-easlp Sub - Category: Roofing Accessories that are an integral 2. Fasteners Rule 61G20-3.005(1)(e) allows engineering analysis for "project spec'rfic • ASTM A653 G90 galvanized steel herein is in accordance with the scope of this evaluation report. Refer to R 2MOFko da � part of the Roof S 3• Roof Adhesive manufacturers installation instructions as a supplemental guide for attachment aatRrg ystem approval by the local authorities having jurisdiction in accordance with the Dimensions: Prmpwemeri owe alternate methods and materials authorized in the Code". Any modification Width: 6-11r a Fire Product: "Standard Off Rldge Vent support: Type: of the product as evaluated in this report and approved by the Florida Height-, 4' s yyS~Peg$IWAM with Permanent Baffle" Wood Deck Building Commission Is outside the scope of this evaluation and wig be the Lengths; Various: 4% 6% 8, or IV (nominal) Referenced Bob. 1. TAS 100(A"S Test ! ' tan, I'pMRiplaNalte Material: Steel (Design of support and its attachment to support framing outside the scope of 1>pe 8 � Is responsibility of others. PRl Asphalt Technologies, Inc. (FBC Organization iffST ID:15S5) Le PIRFOSEOF Apes alPLMw1T support: Wood Deck this evaluation.) + This product sWI not be installed on roof mean heights greater than 33 feet. Fastener. Report 0 LVTi-007-02-01, Date: 7/14/05 This UMPWAM It WNW In IMMIS1e 90 the Corltieh ROOF TM de«rRee In nor atalar Mpan EBR-1047 coriply sae the • This product shall not be Installed on roof slopes less than 4:12. Puy oase: Ridge Vent to Deck 2. Quality Assurance 2M0 MOW Suftg Ooda-BOldrq and OM 2110 Fla ttl+ac" Cbar AsparlMat wren dMomill ana M Merl inDescription:s Refer to applicable building code for ventilation requirements. ryty, Annular Ring Shank Roofing Nails By Keystone Certifications, Inc. (QUA ID:1924) accaldaace win Mae mmier ev*mdm mpat aadw tat addU ar eadOw The Bm al 111 a inde0 aatMde and as + 15/32'' (min.) or greater plywood, Thom Architectural Metals Coe Licensee S 260 left be I - Ind n aecadaMx wmgorecarmammn dM a FRSA/rR1073zeluil"on Namot Prt�arod ++� • Design of support system is outside the scope of this report. Sian : 11 gauge x 1 1/4" pe°^ pee µlass+err + or Wood plank (min.spetifitgrovityof0.42) use dta cartcret and an deaeReed Is No trader eawAlrROn+L'Pw fcompliance,orcompliance,wen Sa ttltpl Velocity,faldclrle James L Buckner, P.E., S.E.C.B. `vvµ � rry•Fire Classification is outside the scope of Rule 61620-3, and is therefore not Co•rrsaan Resistants; Per FBC Section 1506.5 3. Certification of Independence Zone poMaiaa dire 2M0 t9aiW tiridirg Wde-Bail ant Re TD10 FMda aaaig des and boss Florida Professional Engineer # 31242 included in this evaluation. Standard: Per ASTM F 1667 By James G Buckner, P.E. @ CBUCK Engineering P evaluated. am isoutNdetlescope dGisalppldndR. Honda I:vduatlOn ANE ID: 1916 Slope: 4:12 or greater •This evaluation report does not evaluate the use of this product for use in the (FBC Organization 0 ANE 1916) For proaekSUNW,qerFtabaftleI&72ved1eworkfrltkempostimiftgwEynwnanesproplamhaudbdbya Project r Diana Galloway `w*? N°at22 *' High Velocity Hurricane Zone code sedbn.(Dade &BrowardCounties) q�Y ammance �y approved byOne Flodaa Bddhg Coaarssdon fat Ore type d YriI I being conAtchd is me Manager: tmporleRRh of as all; wfdslbt cift (ar Ore code dMcad atom Sampan udder does not press an appomd by Report No. 15-138-SRVP-S-S6W-ER Roo Adhesive: w 1 fAev/amass-227-SRvass6weAfkaRs2s9oas/ ��pc oP •r'W' Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in PrrduttName: HeavyBadiedFiadtingCement 7hainViiism maiIl conciarenaywtntkeahaerapodmftsad.1*2o13,rewa'AprI12014. Date: 4/13/15 J. �ts`�••.Rq)pe;.•.' �'r` accordance with the Florida Building Code and Rule 61G20-3.ODDS (3) for Manufactured By. TAMi(ORoofing Products manufacturing under a quality assurance program audited by an approved quality Tyi e: Asbestos -free asphalt based roof cement Contents-, rfr�r, ItO assurance entity through Keystone Certifications, Inc. (FBC Organization N: QUA with SBS rubber 'IissisM AEA 1N4 Evaluation Report Pages 1-8 1824). RpPiicaticrn Size: 1/4' thick minimum Standard: Per ASTM D 4586, Type I iCBai�fwRm�rw•wrMww"fir"rwiawia•r1#waW.r�,P.;ii�iwwa�rM.•rrJ r�ris��iaipe�Y+�rr.�}i.a lisrrw,�rkiTlYi•Y•a/r,l rrt' T.rrr♦a�r . CBLiCK, ifK. aMIR7ywirrlYlWlMi,r,1f. r.ml•amr#arris,wcrrs•mn.Arwwrlar.e.t 13M N. WNW Drive, Suite 4, west Palm Mandl, Flaldt 33403 2015.04.27 OkJ3B:14 -04'00' aasyraaanr rr�1 s1 Phone: (561)01.992f Fax (5Bl}491A9!$ Webster warw.cbuddncnet FILM: FL S2193 Its FL s: FL S219.3 R3 Date: 4 / 13 / 15 Date: 4 / 13 -/sA1v5 �erc Na.: -sMw•s s6w-ER P�Na.:CBIJCK EAgl�lnQ 6of$CvlCK engineering 7gr -s saw EA j<jppp��Tt;, COMPtJNfRNT APFROYA)u QWMMc.CerupeatrafAudiodraionOWP CBuCKhv-rxnyrcareafkAbor ntiw,r 064own MIANO-DARE COUNTY A.PPItomAPPLwATIONs DETAILD'RAWINGS SQltC:i SWU WMX: L,lydi &nQ1I`W AM SPE•t'la0V eal PRODUCT CONTROL SECTION Category: Roofing Tradename: RV 10 Aluminum Vent DEPARTMENT OF REGVIATORV AND VCONOMIC RESOURCTS(itER) 11405 SW 26 Suaa. Room 20s Sub -Category: Ventilation �d� BOARD AND CODE ADAaINLSTRAnON DI VINON Wsok, FTarib 33 i 73.2474 Material. Aluminum 5-3/4a f 036) JOs-2C90 t 17s63 als•25vv Minimum S 2 12 System Type: Mccha,;ica: attachhment of ridge vent system over asphalt composition shingles. NOTICE OF ACCEPTANCE OA v�° Installation Method Florida Metal Products Inc. Cutout: Trusq Construction: Cut shall be 2" wide, and length shall be 12" (phis overhang length) r TAMCO Installation Method P.O. Box 6310 TRADE NAMIES OF PRoDLN'1'3 MANuFAmw.D OR LABELED BY APPLLCANT shorter on both sides of gable end or hips. XL a dactkaonvilk, Izi, 32Z3fi83t0 Prods IHlxeaatuiona Test Product Standard Off Ridge Vent with Permanent Baffle for Shingles" TAMCO aaeclffcatias triDti_as Ridge Pope: Constnu Lion: Cat shall be 3-14" wide, and length shall be 12" (plus overhang eel "Standard off Rid Vent with Permanent Baffle for Shingles" length, snorter on both sides of gable end or hips. -� a" This $e g SCOPE: iiV19 Aluminum Ridge 7-s,'I" x 10'-0'• TAB l00(A) Ridge velrtilatian system This NOA is being issued under the applicable m1a, and regulations governing the use of construction materials. The Vent Instolattma: lastali snit ping on the end of the vent sealed with 100% silicone seafsmt RV i 0 documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be Aluminum Ridge Vent shall be 4" longer thin ventilation slot as to provide a base for the 7-W used in Miami Deck County and other areas where allowed by the Adhority having Jurisdiction (AH1). MANUFACTURING LOCATION erul rsl,p,r Size zenith t(allllt This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contral Section (In Miami Dada County) and/or the AM (in areas other than Miami Bade County) reserve the right to have this product: or material tested for quality assurance purposes. If this product or material fails to Perform in the acoeptad mtmnor, the maaufaksurer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the 1. Jacksonville, FL. EVIDENCE SUBMITTED Test Name >i�.J13Ct Center for Applied Engineerin& inc. MIS 257414a TAS 100(A) September, i 495 App4 '.;" w-ide bead of 100%+ silicone sealant caulk to the bottom flange of the RV 10 Alum nee Ridge Vent sections close to where roof hole will di after vet is installed. Align . n<1 of first section on the mad marks end the bottom of the nailing flange on the chalk are '4" down on side of the rid k. Nail die RV 10 Aluminum ha 4 both g Pec Ridge ) Vent i3 place using 1 aluminum ring shank nwfmg rants Vox., with the first nail 1,J . 2" fom the vet a I n•:r heeds and vent se n nt shall he sealed v - th RVIa ALLMBfUM RIOCC VttNr END OF THIS ACCEPTANCE 4' 46.25' 8.5" 6' 70.25" 8.5" S. 94.25 8.5" 1W 11&25 &S" Y Vi - - _ - requirements ofthe applicable building code._ one the vent _.._.. .._. �_ vent ____. .,__ _ _._ _ ____ .. ___ Claw Opening This product is approved as described herein, and has been designed to comply with the Florida Building Code PRI Construction Materials Technologies LLC FMP-003 tit-0J TAS 100(A) 02112.108 1009c iilicone sealant. a � including the High Velocity Hurricane Zane of the Florida Building Code. install Florida Metal Products, Inc- High Wind Straps over each end of ridge vent, all DESCRIMON: RV10 Aluminum Ridge Vent cones rions between sections, and at a maximum of 3 ft. intervals over die remainder of Ir the vent using four 1-14, "aluminum ring shank roofing mails per strap LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, City, state and following Ilypird roc MAX statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein, Ridge Shingle- None Nominal 4e 9. Or. or 1t7 Lengh P rdYtirdBaae � O O Bkldrd 0t RQp tablet corn faemRlled Belie O O O O O O Q O O O O O O 1-61 Ventilation Refer to manufacturers published literature. ,�,,_ RENEWAL of this NOAshall he considered after a renewal application has been filed and them has been no change P _ in the applicable building code negatively affecting the performance of this product. Calculations: f TERMINATION of this NOA will comma after tine expirations date or if these has been a revision or change in the GENERAL LIA, UTATIONS: materials, use, and/or manufacture of the product or process. Misuse of" NOA as an endorsement of any product, 1. RV 10 Aluminum Ridge Vent hall not be installed on roof mean heights greater than 33 feet for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. of this NOA shall be cause for termination and removal of NOA. 3. RV 10 Aluminum Ridge Vent rha3 not be installed in crmjunction with Liable vents, ADvERT7Si mENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the 4, Refer to applicable Building Code required ventilation, expiration daft maybe displayed m advertising literature. If any portion of fhe NOA is displayed, then it shall be done in its entirety. S. A11 appro- ew product.,; listed herein shall be labeled and shall bear the 4ptint or Identifiable marking of the manufacture's name or toga and following nudemcnt: "Miami -Dade County Product Control Approved" or the M' nude L` ntv Prod � t'' era Seal sit w befow Typical Assi mWy bsatnwnc view INSPECTION: A manufacturer of this entire NOA shall be provided to the user by the or its distributors and tamp- ou uas . o n Late: shall be available for inspection at the job she at the request of rile Building Official. - 11 Ol. ten. 1-114 Lbfaoelon FhaiNRtf 11 Ge. Mh MW Conosion Flasidw BIB payyg Nab This renews NOA# 08-0611.10 and consists of pages i through 4. 9p8drt0 8' O.C. VAX and l' Fhxn OUer Edge Hope The submitted documentation was reviewed by Alex T igem. Lash 1 M2' From Each End NOA No.: 12-41610.08 NOA No.: 12-01410.011 NOA No.. 12.4818.08 NOA No.:1T w111.0M Expiration DOW 01131/18 Expimts` in Date 0101118 _ "l°var' ,r#` Expiration Date: 014111118 Baptration Date. 01/211/1s Dedc hMrimaan1513 Wood Approval Date: 011IM3 ApprovsiDate: OVIV13 Approval Date: 61111113 Approval Date: Ot/17n3 ti/�� Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 tit N N Cn Cu O O U h` Q 0 Q O CU . � 1Z � �/0 cu Fn 0 5- O U_ O tU p CU .Ln -0 E O Q Cl) � F-- -0 U) E Z W 0 O (D (n E U C0 O CL CL �l 0 0 M� W all R� W U, Q Z Z J SHEET NO. RD 1 R1 -U Code Compliance Research Report CCRR-1009 CodaCwnpltmor tteasaeh Report ccRR:1 heist Paps 2 of 3 Cods comptfarre Rss.aroln Mn"CCRR-ItlBg Paps 3 of 3 The undeftyrrmwtv mud be ksbadad in sccordence taro precedence over the provisions In the report U CODUCONIPLIANCE FtESEARCH REPORT USE ft4mus DaW 0141-M7 F%,WWAVI DA>� I"-M- fl1B w4h go subsections d IBC Sq'ii3n e1507 and In SspOw R005 to ats rod being iw(dara matonsom hwbu¢bbns. 9.1 Appr" dQatfdbp products wAkor materials can ViJ(g appic" owwartig MMalled. The undsrbyawAs must be (Wit with the 8.2 IneWistion hihrMbd to use Weis approved orty be granted by a dit hevhrg legal wirrn� ' DWggW.076000-TNS11MANDYC#TUM 3A DESCRIPTION wftb by the We as naniGWyaftadwof dromversp systertns. in the spwft Jurisdiction where approval is INST/LLLJITON Geode"up, apo�ta msn I OA -Rooflng Fat and Lfiads kyawat Tougher 15 Is a medwrpeWir attested ayhtwhc instrwdons, whichever is more rats tam 0.3 instaiwon to WNW to imhllatbfw where the rod Irr of ftomeGMrand Torplyddn uldwlrymant rout aarMb Wlh>hR apWatla bWidlnO sodas isle wporlyd0+e srrsrtarArsfa REPORTHOLDER: unde natt corsplead of a Mkavan soft oohed on bath skin. The undadaymwA,r bladt In color on.both The toot oovering may be Installed kr moth" owalty does not imoive tat asphalt or coat ar pitch. # 2 Cade 0orroance Research Regarte shell not has used in any nwrmar gnat hnpties an endorsendnt of pJfMrdtMWOofu ktobfolraTtekriebtlorninbu lorarwandhe hlarruEirssrd fttrNtbg Rroduetr, two. attpowd and ahesthb+p aids, and has an aserall weight tok w ft the underisima t application and the ILA bwtoliation is WAM to rod stop" of Z12 (17%) the product by irdark k. Priorb ap Owdoh o►ltdrre0uwd T0400dr41slsrk pAw mat bodry and to of *A ark foals ndw and arAwpouwbnr, ow tAlirreiprd Road of I A pounds Per 100 aRpare 1`d. The clod yment is underbryrtNtrtt met be cwmmd ~ the time or preach. Dsnapadah ftQ MMtbo spWad sr wpteadJkOwowW%aNalabb in ro8a d48 bcheswide by 2501w( loop. desip uded In the report holders published waWafen 94 Reference to the is etruudiww. bT+wphSkk* 8.5 Attic vsr*Ww met be provided in acwrdahcs recornmended to ascartdh the txarot yw*Ion rind ltpplkatllDrL Wl lnrM Sr id0 11aafrlt�M 20 is a audianteetiy attached syngwft wb the appoosIA Code since "were sera no Who of this report rtanirDwrriTstplMAlduundrrtatsaatladet0rwl11arr�oltupsbpasetris.np►dph erradahaukfaak+driYGPrsaW/ieeu0arq Icsaaral;peralW)b b sera s1sr ttlw to ri naspaK FarbrMope spptalmr utWylai sd at trataaan 232 b4:12 k REP(M SUMICT: T t4. Tevomi MO 2 % ToAglt> M Is 2% wrdertaymant comprised of a woven soft opeied on both sides with a Mn-AaW, sort an the Waged e3ds. 42 its taur . roquftarnanbe to avaksts vapor psrrnerbilly of the urgetwffow• Ytaoomrrwndad10 - kipaO%00 Y. AranRarY J irillon stow abs sod wAftbws asrwit b0 btAft oils oMMIL YargMUdae 70. ad TouVAW & 50 Roaft UndMINYeepls The ur dsrieyrrwrt is gray in color on both noosed and atweth % side, and has and over" wahght of Ttr roof underloyments tows not been svduaied tar use sr an Zoe barrier. In areas of lbw roof repeated by 8.8 The roof undensKnerka have nit been wirduded TotghBMeO BJtutNdla Urhderl4onsrfM ass daapbad for use uarlr Atsheltbr8yrdhdsetlodise Maul RaWMng ls sMdrMW 2.0 pounft per 100 square test. Tire unde yment Is IBC Section 1507 or in Section FM to have an to for use as Ice berriers. applostl ra, wool Cedar ipWrsMaissu bar barkpkned 14 SCOPE OF EVALUATION wvaaabb,in togs d 48 hchn wAde by 2W bet long.Worst Lerner, a aeK-a4t+erinp pp� roar modEai tsitumen omptybw with AStM D1B70 a into d fiwbdkdion far tbs � Es [irritant bo Masi der 040 dam 00 poard ureter tian40uad1buelWMtu u-eesata are war itarreQuard Ta lidild r A" Me pisade. K sssaeWwrbebd abortlwundrtpmMntbapclad..fseatoval I frusst+auldbaplaosd3#dwsC/sarnPrglaarie TW Rusawth Report addrasw compisroa wow ttw Toth 28 Is a medwnically s�uSwd syrr0wtla Code-crotu omeners PbinO ymsnt 1dWiy cameMed b8Ww, must be erase axdn that the ice barter minknun EdBindwetMdrdeuitsiwatttrrt+g. minimum 4wasotait2bnr4ls4ftewbealppapuddarpwtegaryreeolbsbwtalkie. teiowtgODdae: • 2016 2012 ad PD00 ibAsriss/briM duedklp GTtd1rA► underbymsrt oaraPloed of a Wow sett coated on boar sides with a rcrowovan salon ort hiss ergxtsed cede extat rrp the root a minimum m distance of 24 Inches 5.8 TwgtO" 15. TttughS1dttf-20, Touptgl" 26, lAtloarnOfl bvellsea slsndA, be4ArsAw (M nerd Uralandu M tlorrryfs seer In atNhetefiatfa)Miresst crest otwitepsatan4d b 4 I The uuatarleyme nt is grey in color on both suposed eruct Inside the inbrtor ward !err d the building. The 7srtrplvSkhn® 30, and Tuxf t6kirnf l3Lr erred lnvdnw { mrM) • 2012 Wrtf2il001nbrtra6ohaFRatrQodfdiX+olrrB and has ralland eels! of ahosfiZ9poug u+derirymawe arrierat h the held of tic root reread urdsW sera merpectihns utter s quaW lfaaeOitaMTaughdrMnugrbs4nsWl eonosbol I ' I MUf Ambhwfto344%h(0.11" arnsurtwad Lpwpm e (IRC (ice he fwd. The � M per but aA pounds per uwenbk sire barrier r program with Mtpac0ve9 by tniartak TaNinp pNA arnslsl asp aorreabn sateen*oche leash (26 s mm orps rota bs oat pwArnad a by kcal ootMt War ge�Mp ) w�n�ret of4 boti atelsbb in rots d4tl krctbse wide by 200 feat burg. vice IM, Services NA I� jAArW7). S RlSMtleMaldbeamoslrRreibMrRniseeMaaikEbA8111Fi817. Wrbosh Nowl0nos tQ U86t 4.3 PkuCbaaMoatlsr: afsl rtrstABTl1AMf. Olesa 1 er an �d sotroaknwalilrs by-mm, Mears PlsrisSM hotdpedpdradser4 ablirr MdmoItds9u A641 ClanIoran steal rhorniproca salt rndsaeya era0"retibeaa Tee oerraron rssiarnt CisAserpuaahadd be lase snc+rpA ftnaph eve dwaeNnp ins, lnioseeddadir, YauOMM 1% Tou$AWO = TotphBl W 25, Tuxrghffkkhte 80 k a meohhsnkwkY srwctlsd aymtwtle U dertay n" aanptsed of a itrwan aakrc coated On The rod be used se s component yob �Y 8.0 SUPPORTING EVIDENCE bfwnebsb or a nAndawannwlA (10./ rxml Tatoh A wW TougtO** 40 roatktg both Wdse *0 a tube-wawen aohi on the *=end sWe. d a csrsae`ad roof wwmbiy when speol kdy #.1 Repels of reds In accordance with ABTM E M Faratrndrd stnPleMloR fderrtn aw spaced i2aruufiw mwl tw tap, bolloar and"l "laps sod 244Ww**10 mm} date � ern tsod h 0a Alit d fie roof w an The underbyKwd la gray In color on both nposed and ►woW&W w such in a approved by the Code Iso race snttanperaa tysl arri MI rrp Mrah 0r lira dMr v ytnrd aernatvs b tn. ASTM Q=, Type I and Typo 0, amf shodhbiO dde, and tens and cower waofrt of aftM. The undedofmoift may also, be used as an e2 Deft In ao w4ance with tie =G Aacepta6m KHemedumd Tough0kkrtsndtdrpnudvM be hit sound formrationfusedry" arlwwaswa den Is --d baI staoe" tiaaorrs arils.. bosom tape 13- undstlepaw speoffied In CirpW i6 d to lC and 3.7 pounds per 100 $quare fiat. The d is In rob d 0 k routesrwWe by2W fast bong. abimi Boa to the W%WrtoAW6 ehadfla4 in the Cade ter roof eoverwo pa wdw under the Eno pdons to {3rbria for foot tJrrAeApyr m% (AC188), Mod February 2012 (od briaily roWead Decemberzal5). wB be busblen, 81100111,110 Wow slap the up, sod eta and sway rt p06 mod [in mnep din s law kso rowasteepawd and spend `Rt and 24 u p kerb ar tam e rnui sonar I I 11M bNonwrFheornerR Is abaft CitMplar p d4te0wc. w4l" IBC Section 13W 2 and In Section R002.',,and troy eeriest rxr eve atffaas tf tiaana0tsrd Tapit@lprt tpderI1W1M-fr bWn InMNeesrs The undsfleamMda may teed as oanpah d ToudnBk 50 Y edhtdtsd ryanth be used where rco<4warled rooiirtg is permitted In 81r Intertak L bft Report `tin "Wuad - t�iadimbc InaleaeattbpeINC00 u+drleyrtsrdoeWapmsttarryiywttltterpAwatlaeedrraYwparnasrlYaperMYCtnIBf It in duo"out.alaalrhffleaMAwn1 h itdinarJ$tadlnBde 1 1 of akaret 000tad on W on u�M anion4 d a wrovart the saft boBn aldae wd0n >t IIOh-rtOlwa atMim at fire aiipdaed'ttWa. IBC Section 1r90B.5. Esoapt in puamit d to taro nuh•drsadkd lading, 'itr roof ileac neat be :Ieaaafrlat)7 ear M:t: BaBtbn�- sport. The nodnaWpwd Is ri by lot oolor at both sbtpond and minimum 60 Inches th & wood strua4� Wen" 7.0 IDEHTZF�A'FiON Climber" ROtd The uttderlaymwft Maas ban arata ed tar eve Wva* htg altlq end has and overall wsighd of 4.7 ptaads per 100 squaw fast The urderbymottt tohYsvrv� U COND OMIS OF I.M The roof Lmdarlayments are ma►ked of 24 trwinu t/sdsreus2dMt8, 20i2and 2000aC8IRC ittsaetlfnp tttdefYeateftla fnwysr need ssoonnpawoaafcltaeMbed wofsssefrtblee awal" in rape d48 hdeawrl6a bye fad.ertg. hslh ten pfor>nret rwnrs. Each rod dtw product ro 0erssfiBip of Chen A aGplaebt and akkhplebr ISrosC aapiwlt olpsnb tettantlRplsean(4bMtp vrNt air spfrlolble mi, r4ran deck Pt10P Ni0 Ili The desafhad in Mtb repot ocrrtpiy vvldn, is iai.d cite ten report holder's nano. the product btteled h sasarrfiawre when rider wpatover • niAnwm liitdt 0ddr (15 e,rwo)FgRwrd 91IT . - rd 4A =T^.LATION or sera subble aftrswgvas to, Wait b sporsled In those aloha, the ewe ring data +ado, WW the Code ThI soft "inward Asp irtr%pwn is for" noa*ft aw or irtxw& C40t wo is P^r�es V w M wit" awaerrrt b obvesn UiWw- read ern CIN4A or t NMsa Brbafewsayela tip fa raddsvwtew a �. ins r>wasobas rMat►ewd Codas Itldld M yarn 1.0 d idle 1ef+ok atbjrtd b tlhe Compliance Research tiaport number {GCRR-1 ra�iarrklr sspmvrbaa and kb ft we hied b Ir "Ma ff4 aardhbra a rw ads rrenrc astnw no wary fa wedltie 1h 1 Vb9 spaoMadbfsaaapeoafoltaoeoeslBFl/2aW1tr S Underta2000eiC,0natndrbpawdaaOTtwuwdaehredsevstkterof WW Mtaaow.0 aalsy crop me(b red eawnb oddicK Arrows oraappsr a6bassa aheea ud'iam tt rob and Fie /508 Rati2 41 tiaaeraC O ". M OCHER CODED rbrs.r�odwilmtabsebnrha cartwrWWMdwagwroKOX lw,ao` -or dwwp.ocowaradbYtaweofftFbpwttb* as Ord r areredaw sa eMswioo sterner wpa+.r s n gray m d. «inter. Yw Oct to ROW In* shbreNswAswawhmeFcevMdlpeop tebstsadtn8rrafaClassAaawnbyurtrttoelm0it.1. 'RAerrnoWardbesappprA2GW2012.rd28060Cand praa aelyry a and +war ran u e ( Wass wmvwr. artsrterspseswWwdanimasstrdanoaupmmeRaWbg�dtownprredbrms sriwak The irwtat ttan d the nrdrlyenwnb must aunpy vrttt the 8.1 ksiWition must ompy with this report, the Report lehen m era, - mart ar �r for use at aw 4ut1 wt writer po" ', I'sa hrem. This Report a rwt ten aarhrr Uw t 80fdN a@Ufaebb Coda6 rise napork and tie report NA*Ws P n kebrIWO kninrodOrw. apP Cods and the report raiders published ern ht insMA". The prowni" Of this fewa rnk aec8orn is not epphbabb. Report aws" ten a jwd pmdwu ad uMawd mr hmrw cutrcnew one ft ftm does not syrera a dw ttow for the ors of arty rwnwaansarismrsetwawarte«sew«r,.n.raaawenawnrterrsiproauort.r�e Al sfealeftsfbbfttiwfeank►ardwaisrbsftferistttqu/sdtndR0si8@arlRC saMFedwrwdptlbetwrmrdledgltenawtsffust sY In 130 Carry Court -York PA 174M wmkWwbLgm&mMW� � 130 Deny Court 4 York PA 17400 A 130 Derry Cowt • York, PA 17408 iwaalaYwiasririfetra�iend.dtanwrutsdsrrbupfwsai tdrrsandtrroraf°'bistahas tlanetftrftl Tsvphtedn ted.+aanwd'o Mwstadstfotaeeidim pfsbtl, %0 a 4irwh (10itnpjhonlMarreil111A err as 4_0 N N C N _ O U N O� 0 C CU - .� U C C CU CU (� = O O c O U_ CU O CU > .� E 0 _E CU 22 0�. O O W^W, ve aea� CU L CL ate\ CIO (3) ^O CL CL) v+ CU W W Z Z Q J SHEET NO. RD 1.2� FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT � TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in : 12.0 in o r BARRIER WOOD FRAME CONSTR. y 0.6cm: 30.5cm TAPE EXTERIOR SELF -ADHERED FLASHING is `:: _: 3/4"-1" BEAD OF CONSTR. ( ) SHEATHING a BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RET RN OVER RIM JOIST AND UP U WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND • (ASSEMBLED AANDOW) OR EQUAL WEATHER PROOF CAULKING EXTERIOR 2 s CEMT. FIN. WEATHER 20 RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER 3 z BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING 1 (SEE DETAIL WP07) , SUBFLOOR SELF -ADHERED FLASHING 0 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing 3 installation 2. Self -adhered flashing plus head flashing under r weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 A AV O flashing and seal with tape ts SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WP01SELF-ADHERED FLASHING U1/P02 WP03 0.CL FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT t EXTERIOR SHEATHING RUBBERIZED 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE o ,► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING z a FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND 3 SEE DETAIL WP01 m ) ORE UAL WEATHER PROOF CAULKING Q a REFER TO TECHNICAL SCORED LETTER ON CHEMICAL '' `""'`'"' ",. ...... :i ::':-:.. RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING BEFORE FOLDING SCORE SELF -ADHERED FLASHING, 6„ � ' RELEASE PAPER TO EXPOSE EXTEND A MINIMUM VERTICALLY FROM ADHESIVE AS SHOWN) _ BOTTOM OF _ THRESHOLD DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE SELF -ADHERED FLASHING WP04 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) PH SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PATCH E 4M HERED FLASHING SELF -ADHERED FLASHING DECK JOIST C WP07 SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED I WP101 NOT USED 1 2 4 5 ►WrZ1% Pi9'Jiil SELF -ADHERED FLASHING INSIDE CORNER Ground G .-1N 1„ 'd = z a' ed' a Foundation Wall .A A. FOUNDATION WEEP SCREED NOT USED 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco WP09 WP121 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as l # l in each detail that corresponds to the numbered items in the list of instructions below. 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly fit . I tight ht to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. \� Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing i WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 FMANVDMA 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 roon both sides under stucco copings. p jectin li s 9 P 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 Ali ', • Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be mitar cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all N � � O U L L CL L_ �- O CIO -0 U Cf) =3CUCUCn LO N O LL O co p > C_ C6 LO CU tL U) Q W i cu 0_ CL O Q ♦--+ O =3 O L CZ w z z J a SHEET N0. WP1 0 0 t. NG 4/6/2015 Florida Deepartment of Coormnmity 2555 Slmawad Oak Boulevard Tallahassee, FL 32399 Regatdithg: All American Ste dtees and Glen 22p & 24grh Stain Path Project #15-2394 To Whom i1 hire concem. Plesse be advised that tha below -signed mgiueeer does not have nor will accluise a financial flrterEet in the 00040T inscrullacturing or didributiog the pEndact(s) for which an evaluation reporter validation oa Wicetion has balm prepared, as refasetnDad'above. This engineer is not owned, operated, nor oonttolled by the manufaturer or distributor noted show and does not Issue any fiosocial intereest in any other andty Involved in the approval process of the abcnro-acted producl(s). NG F1kin?r: �3F; Florida Department of Business and Profesitionsl Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries 0.050" Aluminum Storm Petrels Project #15-2336 To Whom It May Canoorn Please be advised dart the below -signed engineer does not have nor will acquire a financial interest is the compnrny manuilecturing or distriixtdng the product(s) for which an evaluation report or validation cettifiadion has been prepared, as triaatced above:. This engineer is not owned, operated, not controlled by the manu6acaoer or distributor noted above and does not have any &asocial inlefest m any other entity imrolved in the approval process of the above>mted product(s). RespacdW,Respectfully, % NO• 46549 ? * * lifiul*E OF q Frady L. Bmnado. P.B. .p' SWE OF Frank L. Bennado, P.& '%Q•j,' • �Oit1Dt:•' 1Finak L Beeeardo, P.&, Lac.9p � FraA IL. Bennardo, PJ8 , Inc. F '` 0 FL PE OD46549 ,�RORtO ,� FL PE 0046549 ONAL�� CatdAWh#9885 '' ONALti CertofAsdh#9995 160 SW 12T" AvexuE #206 Daintnew BEACH, FL 33442 PHONE:954-354-0660 FAX: 954-354-0443 WWW.fmGgxt.com 160 SW 12T" AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ING 3/3012015 Florida Departme d of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries "Safety Edge" & Po4=b Storm Parcels Project 015-2337 To Wham It May Concern: Please be advised that the below sigrad ongirnew does not have nor will acquire a financial irate rear in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This ongincerr is not owned, operated, nor controlled by the manufachm or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the abovve aDite i product(s). Respactutly, :yVsDo e T RP! : No. 46549 Frank L * ' 1k r Frank L Beemarde, PJ? , Inc. '• Ft01itt1P ;; ' Ce PE 0046549 p�' Cart of Aurdh air9885 F� 160 SW 121" AvrNue 0106 DEeRFULD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354.0443 WWW.ENGEXP.COM ENGINEERING Exvta�ss� 4/6a01s 22gs !P Page I All Ammitxn Shlmeas and Glass — & 24 Galvanized Steel Storm Panels 2 Of 2 i p E. R T ENOINICERINO EXPRESS* • • ■ ■ PRODUCT EVALUATION REPORT i EN(BINEERING EXPRE�^S . 4nlzals Town & Country hrdrasoies — 0.050" Aitunisunh Swum Panels (Non-HVH7.) Page 2 of 2 2. Mi nbu n Movable Spans E NOI NEERI NO EXPREEDO EXPERT 3. Mnimurn Giant Sopeallon No 33% morose In allowable stress has been used in the design of this product 4• Anchor Spacing PRODUCT EVALUATION REPORT Separation hvm glazing is requked for use *thin essential ladlitks. An equivalency Latter is proviled with this evahation report for equivalency to ASTM E 199649. 4f1/2016 r No 33% Increase in allowable stew has been used in the design of this product Application Numbs Ft 128 s b .1- R5 impact Resistance: saperaton ham glazing is not reputed for Installations onside of writ zone 4 and somata tae>Mtw WftjactNumber. 1G- 2� Large, Missile impact Rohtistehnax has bests sMtcrosrated as evklsnced in previously listed tut reports, Product Manufacturer Town & Country kdlaaiw and is amounted for in the Engineering d•a;9n of this product. impact Resiablice. MenubOrrer Address: 400 West McNsb Road Fort lauderdals, FL 33309 l LoW I npsd Resistance has been demonsbskd as evidenced in previously listed lost reports, and is E ; Wind Load Resistance accounted for in the ogres" dwtgin of this product I Product Nana & Dseapton: 0.060' Altownum Sturm Panel i For Use Ouleide the FIVPtZ and Essenhtal Factiliu This product has been designed to resist wind loadti as ihdicoted in the span schedule(s) on the Product Evaival3on Downwit (i.e. engi oertrng draining) - Wind toad Resistance Scope of Evatuatlon: This product has been dashed to resist wind bads sal in the spun schedule(s) on she f respective Product Evararon Documa t (Is. angineerrg drawing). I This Product Evelluallim Report is bekg fasted in aocardanoe with the requirerrma of the Florida i Jnst�Jaftoll Department of Busmen and Professional Regulator[ (Fbrids lBulding Commission) Rule Mispter e1W0•• The product listed above spat be installed in strict compliance with the Product Evaluation Document (Lei f 1006, FAC., for stdowide adoeptana par A49# d 1(d). The product noted above has been teased i engineering drawing), along wit all components stated therarh. ini>bl/iat%On Ile a dfor wAAated as summotlwd hueri to show compliance with tie Florida Bulding Code Fore Editon (2014) and Is, for IM purpose rnNbW, at beat egttivaknt to that re**sd by the Code, R94v&%W on of I The product components shall be of the material specified in the Product Evaluation Document (tie. This prc" shall be Instated in strict compliance with its respective Product EvaluaMm Document (i.e. Oft product shM be request foburg pertinent Fbaids autdrg tads modifications or rovistans. engineering d m9) engine" drewk L sb%wilt ad components noted # arn, Product oompaonts"be of the rahwW 1;1 And in tat product's respective Product Eval atom I Substandat ft Data: Limitations & Conditlons of Use: DocurrorM (Le. engineering d 9) i Use of this product stet be In strict ecoordarnce with the Product Evaluation Document (Le- erginesting EX drow1n0l1n& 36 t 1W'0.060' AArorn M Siam Parer ,sheets 1-10, precast by Elhgbhe}rrg ding) ere noted herein. Liallh Bees & Condllyons of Lisa. Bpm sWood & sealed by Freak L Barnado. P.E isan kMspal part of airs Evakmftn RephM AN supporting that structures shelf be designed to resist all superimposed bads and steed be of a material prpdin this a respective wow schedule. Host structure oanditiona re which anot accounted for Use accordawswith the respective Product Evaluation Orcument (Le. M be In shrot • mrespective ancchor schedule shall be designed for on a site-specf6c basis by a registered �g dnruct rigiproducts e meted maser i Li nlli rm static structural!s INS been le" in accordance with ASTM E330-02 seat standards � Professional! enginser' N suopportra0 hod structures eMl be designed to resist al wprNirposed bads end shM be of a mNedal per teat report(t) VEL 07-01190250 by Teatnp e4akatlon l aborsbrlow Me. (TEL) and #0363-OW10 Ail components whichare pemhanerhty installed shall be protected against corrosion, contamination.End listed b this products respective anchor sc hadub. Float structure mWitons which are not accountedHurricane ufor by rica a Teat Laboratory, LLC (H74 other such damage at sit times. In thisp►odud's respedMe s icla schedule sthal be designed for an a sh&4peclb basis by a aglai n i proiessiond ongraer. Large missla i mpact WE - l and c yck belt pabrm m Mere been healed im seoerde m vrftn This product has NOT been designed for eras within the High Velocity Hurricane Zone (HVHZ). M components which are penrarhentty irstalled athal be protected ager+st txcrosior►, etxhlerMrnetlon and h con ents which ASTM E168b02 6 El OW-02 lest standards per hat repo rt(s) #TEL W-M ISM58 by Testing Evaluation f UtionderNw. Inc, MM) and #01153400640 by Htadoens Test Labo story, LLC (HTL). Other al limes. This product has NOT been designed for use within the High Vslodgy Hurricane Zone (HVHZ)• srnoraal engineering alaietlons have boas papered which evaluate the product based on comparative andilor rational o alysis to qualify Ito kd wig design ofteria:..��".. 1. Medm rn Alowable Spas• 2 Mrdmrm alms Separation = s Seal Veld for Anchor Spacing if h 2 4. Maximum Aluwabts Combkwdm b. ArcicrCarpoctq! * • 7 lea • I CA SM t ' 160 SW 12T" AVENUE #106 DeERFULO BEACH, FL 33442 `' 160 SW 12T" AvENvE # 106 DEERFIELD BEACH, FL 33442 PHoue:954-354-0660 FAX: 954-354-0443 160 SW 12T" Avenue #106 DE L33442 PHONE: 954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM - r"oue: 954-354-0660 FAX: 4-0443 WWW.EI(GEXP.COM WWW.E"Gexp.com 3 Andros specifications shall be as indicated an sheets 1, 7 and 21 of 26, of product Evaluation Document (P.E.D.), dmubg Nit 15421. 7.1. Sheol be ebktly in compliance with General Notes No. 1, 8 thru 14. kndloat d on sheet 1 of 25, as well as General Notes # 1 thru 4 and 11 thru 16. Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tiitaoo. Ina and signed and sealed by Welber A. Tllit, Jr., P.E. 72. Product may he installed wtSnkn HIGH VELOCITY HURRICANE ZONES as delkned on section 1820.2 of the Fiends Building Code. 7.3. Product shall 0niy be hstaied into poured concrete, concrete block, and wood frame structures. Product Evaluation uatiorn Report prepared by Walter A TVIN, Jr., P.E. (Florida License No. 44107). President of Totem, Inc• (Florida EB-0008719). I� ECG INC. iLU'i iE>l11NB'a EE9111 t�iON111Y WALTERA.T1LLrl;fit, P.H. Sri Xaroimn hR.Ba.IArrtinOrW719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaksafton Rsport E _154LU.04 Product Name: 24 Gage G8FMWd S" Storm Panel Manufacturer Nasrsk 61" Notin ion Products. LLC Doan 8k (Madam): Tire re to MW that thle taonide Rdeasiornal Ergtnew. pwfo w*V teas evakuaton does nit hays nor wit aoqudne, a frrerhdal knleted in any oanperry manufacturing or dbbtx tug products for which the reports are being issued. ors evaluation does not T his is Mao 10 oaltfy that lies FWde Profegalwai E girmor porfonninD hem ear will acquire, a (irendel ini aed in any other entity involved in the approval MOWN; of it* product. prepared by Walther A. Tillie, Jr., P.E. (Fiorlds laic oness No- ire, (F7oride EB•0006719). L1CF,y�F _� 6355 N.W. 36U31fiEt; Suite 305, Miami, Florida 331" - Phone: (31M) $71-1530 - Fla: (305) 871-1531 I I Ll ECO Inc. T i, WAIMA. TII.IA IR. P.E. PRODUCT EVALUATION REPORT PLP fl# i6076.2 n.hcaLarne..00w1 REPORT NO.: 15-0319.04 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steeei Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This Is a Product Evaluation Report issued by Wafter A TIIIK Jr., P.E. (System ID # 1906) to the Global Prolleedw Products, LLC , Rule Chapter Na GiG20-3, Method 10 of the FPOrida Department of Susiness and Professional Regulation. This product is being issued an Evaluation Report as described herein• and has boon verified for compliance in accordance with the 2014 fft eedidon of the Florida Building Code. and to verify that the product Is for the purpose Intended at lee" equWant to that required by the Code. This Product Evaluation Report shah be subject to review and revision in case of a Buitctttg Code change that may affect its limitations and mindNtons DENCE SU 21. pgopUCT EVALUATION DOCUMENT PP-E.D.1: Drawing No. 15.022, tNLed '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Timm. Inc.; signed and sealed by Walter A.TPilit, Jr., P.E.; dated ON1212015. This drawirig is an Integral pact of this Evahlation Report qr"r" 1001j" *pLS ER A. OC 'A _.•:i�a 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1531 ENGINEERING EXPRESS FRANK efNHARDO. Ey�-NGr-�IN�-E+ERING ` P. E R T Emsmarau"as EXPRESS* e e e a PRQdLiST EVALUATION REPORT A L - P.E.. INC, INNOVATION CX/—RGSa�-Je rr+rwrrrarer. 1 4123115 Product Evaluation Report Florida Department of Business and Professional Regulation 3119/2015 I 1940 North Hearses Strew Florida Department of Bueinem and Professional Regulation 41812016 Tallahassee, FL 323" 1940 North Monroe Street, Tallahassee FL 32399 Application Nh ndw.. 1367e.1- 3 EX project Number 15-2304 Regarding: Town & Country Industries 240A Steel Storm Panels RnsRatding: Town �t Countryindustries i Product Manufacturer. All American SMtters and (data Project #14 2031 0.05V Alumir ant Hinged Stones Panel Ma wfaobrer Adrb+eas: 1540 Dams Read I5-2349 West Pare Beedu. FL 33409 To Whom it May Conoavr To Whom It May C:oncxm; Product Nana 8 Description: Ztgo 6 ZW Ga wnrhed Bled 81orm Panels Please be advised that the below -signed engine does not have nor will acquire a Please be advised t11hat the below-signedLaros does not have nor will acquire a MMNIe Impact Radat�t firemcial interest in the company martuhsouring or distributing the product(s) for which an financial interest in the con;pany manufacturing or distributing the product(a) for which so f evaluation report or validation certification has been prepared, as referenced above. This evaluation report or validation certification has been prepared, as referenced above. This S Of 1i:1/aJl/SdOA: engineer is toot owned, operated, nor controlled by the manufacturer or distributor noted above engineer is not owned, operated, nor controlled by the manuiaetum or distributor noted above and does not have any financial Integer in any other entity involved in the approval process of and does not have any finan=:ia1 interest in arty other entity imolvod in the approval process of This Product Evaluation RoW is left issued In aooadaro 1 with the of the Florlde the alcove Hated produhct(s). the above -noted prcducr(s). t� Commission) 81ta'20 &005 FAC•, for dalswide acceptance parr Method 14d). The andW ovakated as srnmadesd heroin to show compliance with she Florida BWdng Code Ftth Editun Re►Pvc bully, h ,M,,,, I Respectfully, Nn.M"wNgr ; this14product oW requured follow np'parti not Florlde Buldinp Cade mo a or reariabrts �a 1 BEMAe' 27 '� J�ENSF L. t3 yes„ APR $ 02015 reef Stfbslant(atJ Data: 46549 NOPRODUCT .4O Frank L. Benrrsrdo, * * is pry U $� * : * : * EX dw#*4 #15-2304 tied -4ga s 24ge Gaiv Abled $but Sbrm Ponele, she" i•e, prepared by Frank L Beslnardo, P.L., SIATh OF Frank L. Bentratdo, P.E., Inc. STATE Of EreloserYq Express, sotad & seebd by FraMt L. BehtNhado, RE bar iraeprai pat d tds Evd adw FL PE iXM6549' , F10Rit)1'. ' �k':' Cent of A»th #9885`6 . FL PE 0046549.;•.'�0 ORepod Rt . cS '' -• .. C art ot'Arth #9885 S G ,s` ,••' S/QN # E'er . TEST itePDers N,• Uniform epic sttuctinal p lbs. nee has been keted in accordance with ASTM E330.90 test statdarda i per test repod(s) 01 2.001. SM-00Z 8 #03.001 by C istruction TaWng Corporation (C11% Larger, Yupact resialernoe eeW cycle bsdirg palotmace lim been lealad In aeooadarhoe with j SSTD i2-e9 tact wra■ds per last reporl(s) OM-001, 092.toz, a 003-M by Con, tnrN o Testa Corporation (CTC). 0ASlES tat Standard ptest repot Metal ' H,001�d #05U byCertified try Laboratories (C i { Od9kuel EnOinee/F structural Engineering caFgtMtone hwe been prepared Whitt Pis h•-�-�. evakwta to product based on composalNa andtbr radonal •' :, i Wm"b to quality the tuowkv design acute: i 1. Maximum Allow" Span I Frank L i 160 SW Y �T" AVENUE #106 DEERFIELD BEACH, FL 33442 # P£004A6 c.ri.ilrl h 160 SW 127" Avenue #106 DuemILD BEACH, FL 33442 • •ON1Q G�"a4N 160 SW 12T" Aveuur #t106 DEestFicto Bt:AcN, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 emo"E: 954-354-0660 FAX: 954-354-0443 j PHONE: 954-354-0660 FAX: 954-354-0443 W W W.ENGEXP.CON W WW.LNOEXP.COM WWW.fucEXP.com �1 LT�ECO �Nc. TILUT TFSTIMB a anaffiEamm CO&V tw WALTBRA TILLIT, A, P.B. cam rrrs�'uhar n, sit u—=r. "as.Tn CERTIFICATION OF INDEPENDENCE (Rule # 61G20.3) Evaluation Report & 15-W19.05 DOWs, March 19. 2015 Product Csbgory: Hurricane Shatters Product stsbod cry: Storrs Panels Product Name: 20 Gale GahMaimd Steel Storm Parisi Yantdadurw Naaw Global Protection Products LLC. Dear Sir (Madam): This is to carlrfy that this Florida Profsinional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or disribuingf products for which the reports are being issued. This is also to cattily that this Florida Profes, ionai Engine" performing this evaluation does not have, nit will acquire, a 8nascial interest In any otter entity Involved in the approval process of to product. Cerdllcalls, of independence prepared by Waiter A TINK Jr, P.E. (Fiorids License No. 44167), President of TPlbco, Inc. (Florida ES-000e719). a.� p� E ......"f6jy'' r L c sF j>, �q A 4E E�t6�t>�Or� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1330 - Fax: (305) 871-1531 1-7:7511161dT7T MR. 2.1 TEST REPORTS: Large missile impact bad tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. tMiform 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 OW11/02 witnessed by William R. Mehnear, P.E., Bortz Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23. 2010. signed and sealed by Julio E. Gonzalez, P.E. Tenses test report No. 9CM-198 by OC Metallurgical. Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile 'rest as per QC; Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and seated by Jerry Jadofano, P.E. as per ASTM E-0. 2.3 STRUCTURAL EfMNEERING CALCUTATIONSI On 24 Gage Galvanized Steel Storm Panel far maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and apmpaaraiive analysis. and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Titteco, Inc., dated 12/18/10 and 0&27/13 (for this revision), signed and sealed by Waiter A. TER, Jr., P.E. 3. MISSILE IMPACT RESISTANCE Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-N Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum pastel length shall be as indicated on sheets 3. 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15422. Maximum Anchor Spacing shag be as indicated on sheets 5, 9, 10. it, 13 thou 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 15422. 24 Gage Galvanized Steel Storm Panel has been veeMeed for code comptiance, to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard, STATE OF i4 ZTILIECOi rllc. 11111.11.17 TESTIMti a E1wm CORWAM WALTER A. TU.Lrr; JR., F.E. jirtwo@sol. rL LILUwr" omin PRODUCT EVALUATION _REPORT REPORT NO.: 15-0319.06 DATE: mam h 191 20115 PRODLICT CATEGMY., Strutters txlr*WCT StB"ATEGOR Storm Panels PRODUCT NAME: 20 GVp Galvanized Stee!itorm Panel MANUFACTURER: Global PrWecctm Products LLC. 48M S.W. 51 Street Davis, Fbrida=114 1. PURPOSE OF EV'AL-UATiON: This is a Product Evox urtion Report issued by Walter A. TIHK Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20-3, Msthod 1D of the Florida Department of Busirtsss and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Budding Code, and to verify that the product is for the purpose Intended at feast equivalent to `hat required by the Code_ This Product Evaluation Report shall be subject to review and revision in case of a Buiddrug Code charge that may affect is GrnNations and conditions 2. EVIDENCE SUBMITTED; 1 ROD€JCT EVALUATION WGUIIAENT_(P.ED.I: Drawing No. 15-021 (revises No. 11-213), tNed "20 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by i?Ya1tBr A.TiB+t, Jr., P.E.; dated 3/12/15. Ti1t§,(j(,ng is an integral part of this Evaluation Report. ,,��'�A A. T1(41T, rssP •' ' �,�G E N SF:' • • s .!_ . ,. 6355 N.W. 36th street, Suite 305, Miami, Florida 33166 - PhDs: (Ay'J*�Z> ~' wu (305) 871-1531 UDUL4i EVALUATIU . gxT'5111it}e jQS 3 Anchor specdtcations shelf be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Dccume nt (P.E.D.), drawkV No.15421, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shah be strictly in compliance with General Notes No. 1, 8 that 14, indicated on sheet 1 of 26, as well as general Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (RE.D.), drawing No. 15- 021 prepared by Tiitero, Inc, and signed and sealed by Waiter' A. Tint, Jr., P.E. 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shell ore;y be kistalled into poured corcxets, concrete block, and wood frame: structures. Product Evaluation Report prepared by Welter A. TiBt. Jr., P.E. (Florida License No. 44167), President of Titsco. Inc. (Florida EB-0006719). M TEST REPORTS: Large trdssile impad and fatigue load tests were performed render Protocols TAS 201, 203 as per section 1626 of the Florida Building Coda. Uniformstatic bads as per TAS 202 Protocol. Test reports prepared by Kirricane Engineering & Testing , Inc., Reports # 96-589 dated Oti/09 IW6, 09&570 dated 09118/1998, #l96•T30 dated 09/20/1N8, ab three signed and sealed by Hector M. Medina. P.E., Fenestration Testing LaboraborY. Inc. reports # 2032 dated Wfifi998 and # 2126 dated 10AW19M witrressed by Gllbart Diamond, P.E. and Report No. 0219.01-09. doted Mardi 4. 2009, signed and sealed by Edmundo L.argaespada, P-E. and Heny Hattem. P.E. Towle but report No. 9CM-197 by OC Metalur . Inc., dated March 13, 2009. signed 1md seated t.y Frank Grate, P.E. STRUCTURAL ENGtHE MQ CALCULATTKM On 20 Gage Galvanized Steel Stomn Panel for msxkrwm panel length vs. design wind load, as well as nwAmLim anchor spacing vs. design wind load and petel length based on rational and oomparawe analysis, and In acomdarm with section 1816 of the Florida Building Code. Caldrtatktns prepared by Titeco, Inc., lobed 11/03l08 and 03Al2/15, signed and seeW by Waftw A Ti11t. Jr., P.E. 3. MISSILA IMPACT RESISTANCE:. Large missile limped under section 1626 of the Fkxkda Builcrlo Code, per TAS 201 Psrotocd. 4 ND LOADS RESISTAPVGE: 20 Gage Galmlzed Steel Siam Panel has been verhtied to sustain wind purees. Maim rn petrel length Wml be as kndic Won sheets 8. 10, 14, 15, 16. 19, 25 and 26 of 26 of Product Evaluation Documdnt (P.E.D.). dressing No. 15-021. Meudm um Anchor Spacing shai be as indicated on shoats 8, 9, 10, 11, 14,15,17,18.19.20 25 and 26 of 26, Of Product Evaktatbn Ducurrtent (P.E-D•). drawling No.15-021. 5. INSTALLATION: Installation shag be performed sttittly, in accordance with details indicated ern sheets 3 then 7, 10 thru 20. 23, 24 and 26 01`28, of Product Evaluation Document rP.E.D.), drawing No. IS021. Minimum separation to glass shah be as indicated on sheets 8, 14, 16, 25 and 25 of 26, of Product EvAMOOn Document (P.E.D.), drawing No.1S421. Shall be strictly In accordance with GeneralEl indkcted on street 1, 2 and 22 of 28, 0f Product IF6erft; D.), drawing Nr>.13.021. wan e41s7 nth' W ^+ ) 2 O C(D t6 1 4- CU CU V/ /���� O 0 .0 O Al)-0 a)Q� EC Q L Cf) � ORICU i U) E Z Z W J Cn -0—r 0 CL M ^^O I..L U cl) w s� CZ M W Z Z Q J a SHEET N0. SH 1.0 ■1 . GENERAL N=: 8.3) N CASE THAT PRECAST STONE OR PRECAST OONCREiE PANELS. STUCCO OR WOOD BOARD$ BE FOUND ON THE EfOST81G WALL, ANCHORS SVL.L BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. I. STONY PANEL SHOWN ON THIS PRODUCT COLUATION DOCUMENT (P.ED.) HAS KEN VERFFI D FOR COMPLIANCE N ANCHORAGE SMALL BE AS MENTIONED IN LI) MID IN B.2). ACCORDANCE WITH THE 2014 OM EDITION) OF THE FLORIDA BLILDI G CODE (C) To EIfLSTBAG tyE OVA. S'+ET:i1C QRiMA1V T:. oss mN_L oE510N WIND LOADS SHALL BE DETERMINED AS PER SWOON 18� OF THE ABOVE MENTIONED CODE. 1/4-0 TAPOON ANCHORS, AS MANUFACTURED BY LT.W. OUIUXX. INC.SHALL "= r)iM10 PANETM/t7E FEMALE D AND FVWELHNTE PLUS ANGNORS. AS MANUFACTUREDBt QCO CONSTRUCTION F7RODUCit:. FOR A MIND SPEED AS BY 1HE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A p1RECTIONALM FACTOR Kd.0.85. USING ASCE 7-10 FOR NSTALLATONS UNDER 2D14 FEC AND SHALL - 1/40 LAG SCREWS PER IDS. HOT D(CEED THE MwOMUY (ASD.) DESIGN PRESSURE WNW INDICATED ON SHEETS 7 THRU 1$ 14, 15. 18. 19 3 20. - 7/1610 x 5/8' WOOD BUSHM 05 DISTRIBUTED BY ALL POINT SCREW. BOLT k S'ECW.TY CO. N OLDER TO VERIFY THE ABOVE CONORWN. ULTIMATE DESIGN WIND LOADS OETERWED PER A30E 7-10 C.1) MINNA M THREADED PENETRATION INTO WOOD OF TAPOON ANCHORS SHALL BE I 1/2• AND 2` FOR ELCO PAN ELMATE PLUS SHALL K FIST REDUCED TO ASA DESIGN WIND LOADS BY MULTPLYNG THEM BY 0.6 N ORDER 70 AND PAHELMALE FEMALE ID TO COMPARE THESE W/ MAX. (/LSD) DESIGN PRESSURE RATINGS DI "TO ON SHEETS 7 TH RU 12. 14. 15. 16, 19 do 20. C.2} MINETRA PENETRATION OF tCO SCREW, INTO THE FRAYS LID SHILL E 1 NO THREADED IN ORDER TO VERY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N AtLOWABE IONR INTO STUCCO OF T NEIR11r PENETRATION INTO SRICCO SAIL � CONSIDERED AS PART OF THE RQQUMEO 719tF1J)ED PDAETRATHON, STRESS FOR WIND LOADS WAS SM USED N THEIR ANALYSIS, FASTENERS SPACING TO WOOD NO BEEN DETERMINED ED N ACCORDANCE WITH M.D.S. 2012. C.3) YINNIUY URGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL% AOESiUK.Y FOR WACT AND WIND RESISTANCE NO BEAN VERIFIED N ACCORDANCE WITH SECTION 1026 Of ABOVE MENTIONED CODE AS PER HURNCVAE ENE HG Be TESTING INC. REPORTS 98-•586. 96-M ! 98-130 AND I tJ SHALL BE 5f C.4 NOAUM PENETRATION OF WOOD 8"Ile--20 SCIZEHK' USED SHALL t t/Z' LOW MINIMUM } MI FENESTRATION TFSTNG LAIL NC.. REPORTS 12D32 t /2726 . AS PROTOCOLS TAS-201. VS-202 AND TAS 203. SHOIA-D STUCCO DST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. AS WELL 03 ST NDARD MI TEST LAID OF SOUTt1 FLDPotXA REPORT /0219.01-09. AS PER TAB 20/. TIES 202 AND tEAs 203 STANDARDS. C.5) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANEL% STUCCO OR WOOD BOARDS BE FOUND ON THE DOSTNG WALLquiff BEHIND SUCH PANELS. 2. ALL AUIMNUY IDI RUSION3 TO BE 0083-76 ALLOY AND TEMPER. OftESS OTHERWISE NOTED). SEE SHEET 2. SHALL�BE AS 1�1 N 1j c�a C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL SAVE 3105-H14 ALLOY. (D) ANCHORS SHALL BE INSTALLED F7X1tI" ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AmomFeS NARIAC11rIE'R. 4. ALL STEEL BEET MEDAL PANELS SHALL SAVE STRUCTURAL oUNITY STEEL ASTM A-BS3 GRADE 50 MINWiKrii, G-50 O&WAZED STEEL DESIGNATION W/FY- 583 kW (AFTER ROVED). & PANELS MAY ALSO BE MS'DAUJED NOFUZONTNLY FOLLOWING INSTALLATION DETAILS SON ON SECTION 3 TItoUGH 10 (.SHEETS 4 THROUGH 6) EXCEPT THAT HEADERS 0 k 0 SHALL HOT BE USED. 5. ALL III! IF 5 70 BE STAINLESS STEEL 3D4 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON50DIS W/ 50 keN YIELD STRENGTH AND 90 IW TENSILE STRENGTH & BALL COMPLY W/ FLORIDA BUILDING IDDE 9. TT SMALL EE THE RESPONSIBtRY OF THE CONTRACTOR- TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHARER IS TO 8E SECTION 241f1.3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR WOOD FRAME BUIDITACS. B. BOLTS TO BE A57M A-307 ft1L1IIi2ED STEAL. OR A79 3D4 SERFS STAIMiss STEEL, WITH 38 IW MRIMIY YIELD 10. EACH REGULAR STORY PANEL WITH LENGTHS OVER Ir-8 THROUGH lr-4', AS PER SECTIONS a a 9 k 10 AND ALTERNRiNES BIB, SNEEM E� READILYLEINGLE AND NStRUGTMJC' OWNER OR 7. ANCHORS TO MALL SHALL BE AS FOLLOM .O � URE � � APPLICABLE DURING PERICOS OF HURRICANE � (A) TD ilasrna PCA9Wn orrxsTr• 11. THE NSTALL.ATIDN CONTRACTOR IS TO SEAL/CAULK ALL, SOURER COMPONENT EDGES WHICH ROMINCONTINUOUS CONTACT WITH - 1/4-► TAPCON ANCHORS AS wUiFAtlURED BY H.T.N. BUUM INC. (MATH. 1•c-3192 pa.I.) THE BONDING TO PREVENT WIND/RAIN INTRUSION. - 1/4' e x 7/4' CAUC-N ANC ORS. AS MANUFACiURED, BY POWERS FASTENERS INC. (MIN. fa.3000 p.a.L) - I i.i It 3j4' SOLb-S r AHCEDIM AS OMRIBUI ED BY ALL PONT SCREW. BOLT t SPECIALTY CO. 11 STORM PMEt N AILLAT10N SMALL SLY WITH SPECS INDICATED N THIS GROWING PUTS ANY BUILDING AND ZONING REGULATIONS ' (IIn. fn-3000 pal) PROVIDED BY THE MISSOICTION WHERE POMP 19 APPUI D 10. - ju-To PANElwn FeAALE D Nk pmoiaE PLUS ANCHORS= As wmLFACTum BY am CONSTRUCTION PRODUCTS. (MOH. f0r336O P.sI.) I& (a) 7HIS PRODUICT DMU MION DOCIRAEINT (P.EI3.) PREPARED BY THIS ENGINEER IS GENERIC ND DOES HOT PROVIDE INF' RATION FOR A SITE SPECIFIC PROJECT: Le. WHERE: THE SITE CONDITIONS DEVOTE FROM THE P.E.D. - 1/4 0 CF TAP -CRP AC OIM AS WNUFACRIRED BY TRU-FAST CORPORATION (fc-3600 pal.) (e) ED�II�OR TO BE RUP04SIKE FOR THE SELECTION. PURd9LSE AND NSTAL ATM INCLUDING LIFE SAFETY OF THIS PRODUCT A1) HIHIINM EL,IBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SAL l 3 4": Z' FOR MNEUAAiE fEIMLE / DAM ��� LOtDTTIONIS DETAILED ON THIS DOClAr1ENT. O AND PMEMALTE PLUS AND 1 1/4• FOR CF W-GRIP ANCHORS. SAFETY AT SITE I S THE Az) CALK-N k WILIO-SEF AHO ORS SHALL BE EMISEDDED 7/6- KID THE MIRED CONCRETE NO EMBEDMENT INTO (a) THIS PRODUCT EV9 A ANON DOCUMENT WILL BE CONSIDERED INVALID, IF MIDO D. SRJCCO SHALL BE PERMITTED. Ile r-20 SOWS USED SWL BE 1 1/2- LONG MINA M $NNW STICO.`O EXIST. NO i' MINIM FOR WALLS +NTH NO STUCCO. NO MAY BE HEADED SCREWS OR ALL TFFEADED SCREWS W/O HEAD. (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A ROAM REGISTERED ENGINEER OR ARCHITECT WHICH wit. BECOME THE BUT WITH WING MUM ENGINEER OF RECORD (E.OJQ FOR 7NE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE TO THE A.3) IN CASE THAT PRECAST SHOE. PRECAST CONCRETE PANELS. PAVER& STUCDO OR WOOD BOARDS BE FOUND ON THE PROPER USE OF THE P.EA ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER P.E.D. ENGINEER. SAL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. OWING MALL OR FLOCK, ANCHORS SILL BE LOG ENOUGH 70 REACH THE MAN STRUCTURE 88" SUCH PANELS. ANCHORAGE SMALL BE AS LENRONED N Ai) AND N A.2). (s) THIS P.E.D. SILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFIESSIONAL ENGINEER OF RECORD THAT PREPARED f. (a) To oomm 12MLOBEtE BLOCK MILL ASIM C24 - t/4' i TAPCDN ANCFIORS AS MANUFACTURED BY L T. W. BUILDER. W. 14. PSI/11ER MNBUFACT�5 LABEL 3FiKL BE LOCAtED ON A RE40LY VISIBLE LOCATION AT 51SHUTTERORAi CODE. AF ANISWM�ILEL NFDR - 1/4" i x 7j8• CMJG-IN ACHORS, AS MANUFACTURED BY POWERS FASTENERS INC. (1MN. fe-1500 p.M.E.) EVER' O EN l0 t48EMi6 COMPLY WITH SEFLORIDA CTION 17IM OILDING TYE4 - 1/4'/ X 3/4- SOLO -SET ANCHORS. AS DRTPoBUTED BY ALL POINT SIN. BOLT do SPECIALTY CO. (NIL re-1800 Pa.L.) SWL ONLY RE USED TO - /14-10 PAELMAX FEMAE D AM PANELMk1E PLUS ANCHORS, AS YA WACTURED BY ELCO CONSTRUCTION � PRODUCTS (MARL re-2071 paA) PERMPS N THE SDUE OF FT,ORIOA T,]CEIU FLORIDA BUILDING CXTL7E Voloaft FMITrieaTH Zone - i/4' a CF TAP-fiBP ANCHORS. IS MWUFACRUREI) BY TRU-FAST CORPORATION N0.4416 7 � e»N ssnM HC 2D GAGE N.ALVAi�ED STEEL 5TCITMI PANEL aR wxrlwf B /) YNHNIRnI EMBEDMENT of rAIPOON ArL RS« ELCO PAI4EIMAtEs AND CF TAP -CLIP ANCHOR INTO THE CONCRETE BLOCK UNIT SHALL. BE 1 1/4-. Ti -a/u/n LTa1TR:_c:o:, LOLL PROiEC" PRODu M U.C. 1m 18.2) CALK � SXID-SET ANCHORS SMALL BE 7/8- IRO THE CAFE BOCK UNIT. NO EMBED NTwn AC. laLlmlAe sac at atrrt r ti auu INTO STUCCO SHALL BE PERMITTED. t 4. 0-20 SCREWS USED SALE iE 1 1/2- LONG MINIMUM SHOULD STUCCO ) x' �' �'~'�' °� R -7 rNc� ( �M 7aW FAe EHM4>r1�s»T 15-021 EXIST AND 1- MINIMUM FOR WALLS WITH NO STK)CO. ,Y \\\���V `�DRA � It fT/e7 m Era 1 d ]N Imams" 9) 1 vR I 9 I Z 'won aft is 1 I i I I I i I I t ED. i OR BLACK 1 SRO - ooncom a WwOUMH h EXISTING POURED _ OpNC1iTE spammtMMOEDIs //.1 , o, O REQIXAmNHI1Nle ANaEaff (sa saNLm,4EWj aN smum a Room M) sMtas a THMIOIION 16 SECiiOil 1 sOrLE s/B-t' sCiE 3/8-i' p116t,.7.. CONIS M.NONM DIM smmw a \ 1MGMB0 �+ w\ f aroA; 'i LIMIT[ Ammm ONE 10014E asactsaa1Q ■ T,naUOl, e) CONCRETE *CHOW �Somem" ON S 6 T ROU91 9) cmmm moon SLEETS 8 THROMON 9) i .. i 1 � 1 N tG POURED ; 01sF. r Cal E E7E 7 RDiil 7 ' t @,WIT SAID * S DWtl' m Is at/2 oc I t fzillr oe MR 9041ow Do BMW 4 ZZ 10 QLASL Blow I 1 I oee. Is\1110 N n I 7 1 12I 6C� arA ww SRO . H70S7IO POURED 12 tJx 0D �, REEEP01DR� 1 CIE BLOCK XIETE I BLOCK REO UIRM. 1/2• o P( 10i!}XA.E 4 OQIQEIE ANLtgM 1019. ! M '� ONsxi . r 4.a St�ISTs ItitlM)U61tZ o) SHRQTCS B TIto11GN 9) SCALE 3/6-Y SCALE EU. - E71DE DISTANCE (SEE SCHEDULE ON SHMIS a & 9) UWE FOR- nOURMOM OF SECTIONS: TOP Ek BOTTOM uouNTRM CAN BE COUBINED N ANY WAY TO SUiT ANY I INSTALLATION. y1►�' •44 FLORIDA BLALDENG CODE h YwalociftyNutticone Zane) sirs tNUttCi IA4 20 GAGE G&VANW STEEL STOiM PANEL PAL T64 i/se � NIL E C O , Nc. GLOBAL PROTECTIO" PRODUCES. LLC S3T'� � �atli ir51s1at�i (f ® c4 ` uc s s1 a�i MIw srlse aaaPr r+alle (asNUac 1Lse Ape NxxP+o e7P7 T 5-021 t4`••. AI ••^ii ,.., aB er-Y�a,-wu . WALL AND FLOOR MOUNTING INSTALLATION FOR i�w111';r"17o'CP�''G" W"•alw a4a"w._ aEUT PANELS /U,% L 1rl 0A X 1' 1' 1' 4 1j2• M,, E1!:D X SO iieisirac t� :aN CRIME iuME OF RAM '•-' • - • lG�iA� (AL Dow I1011) WRLION M. saxuaN I pax"RED 1Fel. SPAN (FL) • TUBE MULLION •� NXIMIR p101I001E s� AEaa 2)4 4•-• 2' x 3• x I1W ILO;&- M- FWft > 4•-C m V-e 2' x 4- x Ile > 5'-6' TO g-70' 4' x i 16tN013 1. 3.4 4 2NIV 4 > V-10• TO W- r 2• x or x H/W • gMNS yM,p FOR DE90PE P RATING M�-72.OS iR G� SENT I SUIT SCALE 3/6.1' NOTE; LVLUON CAN AM BE I4SLOWOdLED W/O STfMaH PARS ON EDP ONEFICTION "Am o�PTHAT E " W/ TUBE TOP s FOR BDTiOY aF CPENIHO. CODE 2'X7'X1/4• I COMMENTS FOR REGULAR & LIFE SAFETY STORM EANEL.S (SCALE 1/2-1j LISTED' (TOTAL wDiit)--'-""-- 1SAW (TOTAL WIDTHi- -- (FOOL 12,5DD" (emmim 1W L _ �Dp• _ WV A-6WGMM 010M50 GmA�iL SIMONCK T'D( ,� "' 2 1AS7G-. 1 TYp. GRIM. 1YP. AST1 A-65S � DELAB A i HEWED OITAN. IT GRADE 50 teautt e-st GLv \ 1����� t DGE -g7AL A (, 4E18f , 48.3 (D Sim PANEL 0 END STORM PANEL zmr its' 750'r 3Ci Tot s�6sss ; 5� AGO' A: a I � .ue .v--SS. 8D.tl�IVEIED S.S. SMID R ` -•-• �•�� To Ao" • TO AMML Q I I 12 1/r QC. 12 1/2• a.G I U0.i• 3. �"• r 2.t 2 1.300' g.EE SET. Dow I R. a ._.,j taN R' arC (,n L--z.aDD"9d 2.0DW ROUNDED COINER O EPOS OF PANELS S Atrx ` ���•♦1l�11 u��fWCp ��A±�� •� END UP W/ H EDGE. .li� AS1fS4FA.D �� NIIRs11o1Pi aL3rrilkl � NG(E WiTII STI1Ddiii �.F. tiH (0-T-s) Arima5E STUD .374, .37A. ASS" .760't.- 4• gp sop EDGE • 114-t-20. SO4 �R4S .380" 3F FANt. .1 .188' 10' .t25' fi tE�jS. vw wwo 1111.a3' r -376- . - •3 'e .270'. ANGXE i 12 Air O.G 1.M t' t. t• t.sou •- i. 1.343" • OBO'. t.015" .7w E . Nk �' �' A&i' KEY MOLLS WASHER awe z ooD ) 043• 6, IF, YRAm ANL3l.E T 3/8" 'F• i FiWITN�STTUED GN+IED 5T�7i.LL .891" 40VF e 'e .3sFLORiDA BUILDING CODE NN h ValocTlY HurricartseNoia 7tLtma ACM ML 063'� tUr '4r 20 GAGE GAL.VAWZED STEEL STORM PANEL 12 .tags' KEY HOLE _ 1 -1 &L PANEL iL E C 4 t N a. PROTECTION PRODUCTS_ LLC 400 1W. aT 2"+EE7 ow a.ivowmLy. Uw *04 Sur r/o1n' •', Ft. 3331E 15v02T NONOLAHC WOW W/ AOWX*U& t+ <.•'•• ,�"tI1MLm '•e-�i� -tau A,wrat•, ros!•}ba-t7.ca T,4Y: tssaEeea-eaw • 7/6' 32' at511ER (STAbtFSS m-0ow' s ... ,ae...,e mlr� ,�„ `.W.+w ' StE71 OR 110l6. MTEQ Ala. ou" & L P.5 m ewes _ { _ SM 2 C, 28 ` Nnot N 1. QUAILS ;: - I ► ` ; k Si I ! f`.i'�' I, Z� i M,!+-i _s. i�M ;k1,;�,f ill ►#!31 ► 9 L ' i i 8 i Ei i♦ i �. • I • i i #�►�iTi «fir OR ,y�I.i �l _.�i HH:. +fir 1�/ ..LFki. , . ► � 7t•`S!a '� /� i I • �.k a-.. ... ,...a 1.i �,CF w-cw VOTING F CONCRETE •1 omw, PCIMFA 1 p � BLOCK 1N I N t T x OF 00. 1 L N N I A I H i mx-IN OR eral LWW-J fj� FaA" ID AND Ji, AND AIRLNCpKI M A RATS OR CF 17AP-W (SEE SC HEDIXE ON T srrcTag a 9 ON W" mQumnmG 02.1111•) SHUT& x THRO as s) SEco 'i 6 SCALE 3/&•t" - CF k3O5w III MAC NEW 1' E x VARIES x 1%8' OPETICK ALUM. TIBM. OR I' x EJOSGikx; STUCCO/ PT WOW PLATE SPACER SAM e HEW t' VALE x VARIES x 1/6• ALUM. TUBE OR r x VARIES tt .T. WOW PLATE SPACER BEHINO III" 16 - CONCRETE ANCHORS 41 SfrtEfS d TiR01M;i1 9E� Exanw, eta et Nis, vm 1 p t Y • , aM 11Ou�1 + t ['. rxex.l 424164ep i mr. etr ee.x -•� ••• -- i �- # CASE A (PLAN) C}°A ,r. • A J t SCALE 3/16-1Ot�xxetl W A+a I C CA_ Egg (_pL1N1 1 ,/1 9MCA E s/rs-t- r j t!{y.1ys• �T tvr +r176`-/nw aao,'ix't v. a' TEE 1101011E [ Mai1+P a P1' j gp�AfE, Am W. i/1'� N 1 'Ve SN sNeEr 6 ! A 1011 r rWma a�N 6 ,I nc ,. to twrs. Xr H 1 I a r. r. plr „ 1 rxw,ix Aw �} IQ1lAWLi1'M•m 121/< ! tf 4• t �// IMAM aIP tcton earolFdlC rreAf - mommob OWL I CASECASE G fPLAN)fP'EJINl SCALE 3/16-1, ARAOK 1/2 I 3J4 TRFO nrt eY `3j txrn Im FW09 mwo omE rtw a ai a m; w.tE m 4 u omt B1AL1) OLF'T •MOUKTING in � SCALE 3/8-1- almimm TTom I'D, I Gee It47+xea Norte AAtI � P.AI,d 7p/11a E:A. - EDGE DISTANCE ,eu 6e a ax sa .aay (SEE SCHEDULE ON t a CASE F (puN) SHEETS B & 9) SGVE 3/t�1' NOTE FOR CDM9W0M OF =M- TOP & ooTTOM MHOUNTNGS CAN BE COMOINED IN ANY WAY TO SUIT ANY CASE E (P7LAN) INSTALLATION. SCALE 3Ji6-1' IFVIG.K Cast. [/ a1T�S11 .« Cf�i. FLORIDA BUILDING COTE (Nigh Velorlty HuTEioano ZoTta) ANCIwR9 CO'ICENTE OR Ew- SPAM Low" a 4 im SPAOMR "now TO 0 sc"r'xxt t 1�2• Min. CONCRETE: BLOCK tMxrr ae O MSP rAw a lIgET 1 a 1) :1 Mahn REEOIRF1t. IA,CAS "Oum X6 SEMM X-X SCALE 3/8-1' emr3 "� 20 GAGE GALVANIZED STEEL STORM PANEL FjtLDOW s GLOBAL PROTECTION PRODUCTS, LLC °'/'�73 4400 SV. et WNW 15-021 DR"" R. TA ur 79XI'm t COWAxf' er ar L Iw AIR 111r{t ellwnl p Ixu, R,1>r x Wlr W,-Mb . AP. + tee7 Alt -fur f3��,6a6719 MgLN1P 4 WNX !.. Pi: REAL PL 35114 P"M (164)UN-7346. W. (NA)MMI-4710 rs r r �„� 1.. ' ` P - ReET 3 ai !1 MAXiM M A S D DESIGN PRESSURE RATING (R-s.f.) AND CORRESPONDING "L:..%HEQULE MAXIMUM PANE I-EN91H (I" ONLT' FOR k INSTAttATK1NL4 AS PER SECTIONS 1 TLtU IA ON 06M 4. 5 be 6) • ]RATED W/ 1/4Y-$kl' S& NS k NCEMR AT OAMNIIF k INIENCM OF PM EL IMUM D U BEING cPWItr E()R RPOL N AR NORM PANELS i;� & J& INSTALLATIONS ANCHOR =HEO LE INTO EXISTING ('OFt_CRETI= dE CONC= LTE BLOCK STRUCTURU 6" ONLY FOR PANELS( a ®INSTALLAWHIS AS PER SECTIONS I THRRU 7, ON SHEETS 4 JL 5) 1Y{YhNd ' T RSIRRMA, BURNING OWE (High Velocity FIUTYTcata Zane) �?`��Q� •'' I�1 _ amps Lase W. 2D GAGE GAL.YANIIEiti STEEL UOM PANEL Flu Na.44i87 _ arm" MI * "'1""e` GLOBAL PROTECTION PRODUCTS, LLC. e1y11/+s .. ter•;:• ` ' `Q,N,' IL ECO1NNt. q06 ,1W: 6t I57A7GT gt1E. PL J3314 . K.`�q�`i' t« "t"°"ORh" PtMllt& aEaN/1-75A6 PNO c•04jM.••6X17 F.rt-{F,21 ('n "•..... •' �ae+ RW .' g-d00f7TP A14 r. r� s.r �rl r. AM1sw t�tp e� ,swx ain't LIEN 1tV �+rFTJh W itiq I _ !WHET a W >s (�L R l f (XNdiION i AND +Oct' mmEBleatort lF T#IN +sB.as -720 7'-LF• on IJIYS 2 1/4• ILHIOC3E6 ! 7!!ll 8 k 7 4aHi6. -72•D m 6'-8' Not. 2 3/4' / UNLIT ti k 7 +BB.Q. -740 >F-4I' 70 it`-2' Wax. 2 t/Y 9pL�LUyIl801.7E0 4431E -48.D 12•-4' DR Ems s 1 j2' IIVIMIN AS:Q DESIONN IMV%M1A4 A110t0RS SPACING -FOR E.6. - 3 1JI' r /pp,NCpg,E m SD0INONR f k YAI0HNA1 PAPa1, TAeaN OF 1xP-GIMP CA►IL-4N PVNGIHAOE HAMA.E D 1tANDAIOE PERM - ATM COL6NVDIORI Lt14G01 1' (rt.) PREss1aWE MlIIQ (ysf-) W CONti'1lEiE Oomc m [XIII1L16 COME 10 fAlHCIiEtE O 70 CONCIEiF CO®I�a m COMgtEIE aawam OF THEM EF' WA t(fA NJA r N/A C � r >� 1 (TOP) a• S" N/A MIA r B• r a" E' tf 1 (NtmTo1R) - 6` N/A MIA tR/A f N/A 8' N/A 8- M/A 2 IYCP) d NJA NjA NJA 5' N/A � N/A - S' N/A 2. (80YiOM1) Y N/A N/A NNJA � N/A : N/A 3 k 4 (TOP) f36.w •'T2a Y-6' ON t,ESS OR LIED N/A WA r M• e' r 3 (9o,1oMG) $' N/A N/A WA B' 1tJA F N/A r 1tfA 7 (TOM a` 3' N/A N/A d• a' � I" M" M 4 k 7 (80170flo t(/A NJA t2 1J2" ®Hj#" i2 iJ2' 8 ij4' B 1/4•. - B 1/4 8 tji" B 1J4' 6 t� 91tEFt5 10 Y 11 PER AetIO1NS t'APLT k SPAGe10 HOR IISL1tLAlwf4S ItiG WOOD PROW MUIttI10. MMIaY AItGFIdt 8PU1L7I:S At0 MRMM HOME tA9GMICE AMC IIOIilIOED ON ON T118 ag4O11.E FOR E.Ot LESS ltaM IO1gWFb ON 90I3NAE REDUCE ANCHOR swALTrta BY 1AM31PlYINa SptEf10 SHOW ON SCf4TUtE BY THE ,A7LIAAEiO FACTOtW. FOR tN66 aNMtkm0tl m BE POSSIBLE. MOLWl3) sPAc610 D86V1ED 111Ia FACtolt swL UUCP � NEWS Tt1w i0ID4lit SPACt10 e1olGvt7N FOR EATM ANCHOR 7VFE AT ANNdlDI6 tBMeIHL AI'Ktl�,� ij4'I. t/4i t 4'e tf4"1 //4'r ii4i 1AP001 a1NN-YW Pg� tl4it-It SARI-aEt eRl A,MAXPt anln+i a E E a 1 F/2 E o�maaevlear Wxe1y lt„x1r. (PP7 E s s 1 3 a ,j1 a®x4 irk,IA.I 3 E 3 1.G1 3 1jt 4 30 �. EA ,1M 1tGouaa n,c>nR 1 E. tA6 fdU fA0 t<Oi 1 /4, 2/4, 3/+1, 4/4, S/S, 7/5. iw/to, aw/to, aw/ta, �iw/'ta, $/s sw/ta, sw/tt a 7w/1t 3' 1tAX ANCHDW FOR CONCRETE SEE SCHE0IA.E G#1 SHUSHES 8 k B 3' MAX t• EroR AFC00 SEE S7CRgR5 G714 SHEETS 10 k }i 1` MIN. ` a o nti r {,3 ��. � tf'�i,r-i-_7-_-'r--r t•`-r--°-r-r�.e-r--�---�------r-i-_--�-_r•r--7--r--r_ _�__�---T-- ' tUNfLPOLTr"A PANeEtS I � .B`oiTeo E>AI4EL5 1YVf 1/4r-iroxi' iSl� � AS 5. GAS. BOLT W/ T/6` x 3f32• F�PPt`x'?i�>EEj � i LOTS AT FA. OLERLAP (S� SxiKM�IS AS APPUCJiBLEj i 4 + - -- -- -- -. __- -- --- -- -- --- - --- - -- -- �jj�' .�•c�--- 1- MCI C6 0- 1/4. 'a/4: SPIEL 4/+, 5/5, 7/5. i• Y�NE. tw/ta, 2w/10. aw/ta. aw/To. $/s ' sw/to, 6w/1 t :k OONORETE 7w/t t T� t ��-cno��.sN�E'�'1s two �B e 9 REGflL_A�? STORM PANELS i1i ELEVATION t/4' YOx. LAP 2.1SY (TIN OIERIW -! MELONS VPINEti Ile MAtC. GAP FLORDVI BUILDING CODE h YMoa Fktrttcora Ztxna SE�TI�N A -A �r s',�• ••_• s� etma ncllai we iO GAGE GALYAlit7FD STEEL SiDRI( PANES orViw eT: N.rS. s f L E C O TILL CEREAL PROTECTION PlsooucTS. LLC ;,,� �Q •(� fi t 011tlE IWsaffim .fSbik �•' `:'�� W',' GAt Luc s,e. NIP A14 ,T1Pw A w1Olr1 (1e4)Me'1seL f7M0 peNrP-etn T 5-•02t Q •. wew.Htl6 �.ex+PO +n-qFr 0NMA1101�R m-aolM�ts ss w-1 - IM17MR A u - � 9RT 3 a f ANHi/tm n crtNCRLTF cCAXItETE Nr.ReiE BLocxc�96NCPdes'F ��G -�(SLE�S,llEtxn.EREQUIRED E AiVCKQAB sso)am1AE ON I?4 IAM OW W. CQWXRW TEMPI L IPx. 1e ,AalaR � tub ` ePOCr t T 1 /sr am.i• .._ + i �o itch-2a`t` , R8.J8�5,NO135 i a `M31JCrNN 032GWi _�. '�-7 a' � �WID NV1' .�F11p�! 1 '� i f t 1 1 7!I',htltE 1 , a 10ttO a 12 + t 4'e•.�k8%i" 5.5. BR.r i a u 1t2' n_c. �.aeik AAHo+ORs Ettkt,x7tEe. � a W/ SRikl (SEE SorN±tAr CH � SHDcT 3�) Ox Sf+EE1 aE �ecnd�te CR ��'E oA 8_!Kx troUAkEU alan7REi1 ��.-Is�ID ifdRE(J_ i!Q'sINTINC E 0. . EDGE OISTAN E PtC7E FOR rK»I OF SEGTX]ti5 (SEE SCHEOUL: ON TOP B 80T1OM Y9uN4TWVGS CAN BE SHF�T 9) COMBINED N ANY WAY TO SOT' ANY GLOBAL NSTAWTBON. r .-- FOR CONCRETE SEE SA:lNFDtAE OR SHEET / FOR WOOD 617E SECTIONS ON SHEET It 3• Mrx. 2.0" T t �MDI. (MN. 0rfTMM 1M0.E1} 3/6-1- (1) (� � ; i, 1t e�iAi RIYn � s' A + i S-• YoaI L• Tit.Y..(� al ® ,WB � i• wl. 1 FOR 1100E 5?ESEE SLTIDNS ON 9FiFET it i I ' ! S1JVi 3/32'+1 1 � � 1 j4" MIX. LEAP l (WL O1ElIAP -t MFQL 11M1M li COmREM mAflE ANpi06 vscimuL` am 1/4• MIX. � oaNCAETE 6R SECTION A -A L7tRn.i etCGtt SCALE 3/32-=��� DIRECT .M`qu L ,L 3s OPl t O SCALE �e>un c l`V,a � aeeTil / •1,tu1e e¢ iW7 41YSttleit4 1 TlrRll LfL ON 9l.fi$ 4. b ! D mum N/A WA N/A N/A e11u >Mmta ara 20 GAGE fx1LVANt7ED STEEL STORM PANEL a►iRi ew. { E C O PRDi'ECTiDII PRODUCTS, LLC °0�'/+s p1gE 1. ire. 410E >X 61 lI1Q! ne4G a a3s14 w10IR. �%)PB1-TOIL PAC (7�M'eTe'P t5-02t 1YtaI11 ,1r L r Ili nrw/ •xxwi A >otr a IP,••!W . A,r t p1. Axa.,m E!-SRN! 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OA.) a s a a a t/1 a'a ,/2 3 t/1 4 3 1/2 A4It1A. E.CI. (NNE OISORSIj cn to BUN.DOiG CGOE (FIN h YaboBy Nwrfo9tHa Zen6 tx� owls ILtINa NIQ �-rCGLOBALPROTECITONPRODUCTS,LMOM 'li) GAGE 1>A1.YAMIZfD STEEL. SFOAY PANEL � LC was pMfis a t mt px»•aRs► 1 S-O21 �N II1t All-, ✓SN'�1 q.� IIMIRA 7iNIT>t1.RL Axl � �� ,rx i a 1AUM ,le P - sold i (f 1r ^W ^W i Al O i� L L � yl O }ar O V � W Z z Q J SHEET N0. SH 1.1 ., „ ..11 I n i, It 1 1 �In (D (D cn cu (D U " N p� � INSTALLATION DETAILS FOR REGULAR PANELS(]) Sr ,/+ LLL , 3/e' ADNO won sm•ND w/ INSTAE•1 ATION DETAILS FOR REGULAR PANELS(I �9t 1 1 INSTAL TION QETAII fi F_ �_R_ R G LAR PANELS (D & ® (D Q O INTO EXISTING WOOD STRUCTURES PANE`'°a• S 10.0 A /4' INTO EXISTING WOOD STRUCTURES ^ PANEL LDNORfS w 5' 6 AM a . P 6G �}• i FOR Lniab" OP ro W-a• Ma. OR 14-14 INTO W STRUCTURES FANO.MATE MUN.1 @ OR PAHELIA TE iPLUS IF /AE �� 1..� 1•sNta_,(�•�M3 121 0. C. MRN 1 1/2' tan. 111REJCEL7 Vim- _ r,.; ^;,', t• (D (D 1M„ Ira a11aII •IOC r.-+w raeO ,M - 4weas ,�'�!Y � per' - b•-a' Ym IEliaiR P611 ALL tEW3TFiS 11+ 1/4-0 �r ar. w / ? :.,. ,4-to tM1E1.NA7E PLUS w e•r" • %= w+ u...e.. r .a y �,,,n�r 1° .aoo rplpe // 9 - -- J J Jll• -?�. e 7 4 o c. x 1 7 (D aFlar lam ,omc �>ia1D •a•1"°'•R .i 1+-t0 PAL4EIAtATE PWS �,"� W Noes• Bass ww.a - 1 f t4-10 PANELNAtE PLUS 6 t 1' O.C. x t 7 �' `V r tII•eea , r eF"e" r•eao i i b t/4' O.C- w/ Y 7,la' 1; TO '�r we r s01� er m a,e t' . •� i. M1iRtA0F1) Pi?�ETRAitCN TO nNE+10® PFl1EtRA710N TO W000 :`•:"` F7051116 WOOD HEADER 1 4•w-zo�tLIL MIS I i E7cS'TNC WOOD HEADER EXISTING YIOOD /iFi10ER esalsa wm •aa,a ` 3 i/r 1i•sawwr , 7 r !r 1 1/2• - Eq i._ . l ! 0 n .. ROm'Z�e� 1R I • n , •c. ; + _ { Ed W LTJ ' \ f /y' ({� Q � (�•( •M44i ' 1 ! m EO I % X .IONIC t T " `v `v ,ea r es era t I 3 c«M f i' r ' .tv • I t• E1awY • EA6w SRII • Q �� i LAD , • wa • r t daFw a1n • a •G 1 1 e t n of I � � 1 �. t I , e i!4. O:C. 2� - , a e ,/4• at -I; A: I , / N � Q �% .,. a - } • taN•,Ie " e4" + LIDO faAOQ I 1 WOOS KMOtA �•, / 2 r WOOD N I , 1 i . � ^' �Q Qa�IR[ 1 g_w+� • �•' sacra i fmta 1 i f N£ar+1pEri / N'n , ..(� REtyURF� >w I ; i ; CoL W ,.i t w 1My y a =, I •^'• F w� I 1 1 ' W1'O• NOW 10" VOW 09AEW r � i tY 1 ' d' ' 1 Co 6 8 10 van + 464 tD e z PEaUI� .. tsur11O4 RJJNKD..-... I 1 - '� i 1 ret a OM ear • i ) LLJJ�� Q ♦ V �\ � SEE SOMMULE E ON m aea 1 >o�i11N�M 1 ,ya, , m,y gyp 1 1 i I =S ,�LTE T_iV 1 W s4M 'S ro11 SttAWV oR 1 ' FOR EEFIAOM i Aw i � I i s A17_FRNATIVG ,7W ! SHEET a 1 1 SEE ae11>EF s 1 , 11 7 e a•M 1 ; SCALE a/9•+ 1 • Sf/i.E J/e>i' .rok It 1... I ' M rs. i a� au.1a ,R"aG i1 1 ..... . ....4 .__ ' 1° pATB. 1 r SCIII 1/4- - 1' i i.rwyr Fae 1 �g ' rr 1 ar o.e 1 saiii� • owamn ta•L t Ski v�n.r ON a I r.s. •1 °!e••: MS. I,/ I/t�l s1 NeK. L.D1G1}1 mt r+rwNalml I 1!s••-a<x+• s�. ,iSEE N0>t} 1J/sy�.-ya1,' i� 1ytiA�1'V �/r• a 1 i (SEE N01E 1) a q1• ee iNNl1 04 SIM a ; !O OIJ WWI.IF dYFf Ot$tOM i d E44T/ OYFHAP I f NdY b47NM 1 f SEVARMN h ,.o Baas • r .. u eao m ax 1D r�1A83. { i + ' YRST I M- LLTERI(ATIVE 1W iiew *•°"' + r s 1 EO £4 so1Tt t/a• - I• CEYJNO ! FLOOR 11QIRtTING 1MAlt FLOOR MOUNTING 1 1 0a ! \ I 1 t 1 I oT V �et�TILlATiORtS - ALT171lIATIUE_SMfEQf i ; ' f aF ti I YAtI I 2L swnON AT TOP LS LIMITED TO +56.5-67.0 WAX. SCALE 1/e• - t• E t/2' DESIGN PRESSUREIto r �T I I I i..• 4 1 �A�,� Jra4' INISTAL1A770M - AIiERF1AT(VE 2W �' wsnNc iSt L�/y4..`s�3( woou wac [" , 1 f`a ': i io wr • / 1 1/4' t0. Y 5/8' t0116 BIf65 EU911►IC M7a7S N 7 W PL Q9t/ S'n10 • • 12 t/e O.C. 801I1C 1 - 1• ` e 4 Via•• a�x/.� 1 t • , T w/ 1/a r-id2• SS. M.S. • 8 I/a' Oz. ,LOIN r t ( 10ft FAra iF11Of16 uP ro s-° Awe ¢ 0- , 1aW • n a } a I 1!s' 0.c. FOR U!]ICRB t* 10 e'-r 1Am,. E �: �,.� -_-----._._... 4Z • ., 1 4•e LAC SCRTFa lj� Ya• P1ATE OR 114-ro PAIFJAMTE FBIWlE 1D OR j 1p , N'+r •os aM +mama PAA.TAaNt• ,3 1a AweN ,-•-ilifi'ii. MFJloewr ce. w iER�t!Try�_ 1W- e O•<a lwaa ilOMdnk CF' DRsteiO WOOD PtAIE ►0R 2y1a' F41OE i•24` tYOUQ- Ptl, ! _,] 1 } , S I' _ 114-70 PJJtELAN"fl e'tlif."i RECLINED ,E /{, 1LOOURE9 !�` a MoaeRN OF NANO. SGi.E a/6-1' srxe 318-t • 4 E TION AT ,.LIMP,•" ALL L1r+4aiN6 UP .L e•-a• MM - � I 1 �� t O a ,/+' D.D. w/ 1 7�` 1 e FE•IrNt`J } t HDMGTH of PLATE ryyaaFA�I Ti"i3 ,.- I { tl THREADED PENPRATION t av LAG SCREWS • NOTE SHUTTER TRACKS SHOW FOR CLPMY ,\ ft J - ifkl w'Ottt Of PLATE QC, yTtI 11r �wJ ,•wwls DIRECT MOUNnNG WS7'ALUlT10N �..,)�i"'.--" iFiI�i10E/DPEMETRUION ALTERNATI FLOW MQUIMNG SCALE atex�• SCALE a/8-1• c i� )@i ,LOT Ar YtLLA3 of PLATE 1Nsr�AT ON _SECTON AAW IJ SaLF t/3><ALMEHOVE ow SCALE* 1/4• - 1' l�F LNnaliwq„r, � - SCALE a/s-r SCIIE 3J•-1• 1. INSTALLATIONS ARE ONLY VALID FOR T� WITH A.S.D. DESIGN LOADS UP TO +555. -72.0 p a-f. AND PANEL'S LENGTH UP TO W-1r. ••• ✓ FLARIDA QIfILDING CODE h VSLOW Nurrkonit Zone !. INSTALLATIONS ARE ONLY VALID FOR BURAINGS Nrtilf AS A. DESIGN LOADS �+' •'' - �'i "�� FLORIDA BUILDING CODE 1R h YelDa Hurr(a°rte Zone t. AN s ALtAssONS FOR AI TEii4ATTFS 6W, gw & 10w ONCE VALID FOR L FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN UP TO +55.% -72.0 PSF MO PANELS LENGTH UP TO W-8'. 6UaS)IWAS tV1TH AS.D. O.: i,N >CYV)5 UP TO +43.fi. -49.fl p.a.f. AND •,,1I:,..., FLORIDA BUILDING CODE h W IIMrrlctTrT• Zone PRE N0. 2 W/ SPECIFIC DENSITY OF 0 55 OR t CILAL ?c e2ara a� aw 20 GAGE GALVANIZED STEEL StDR►t Phil a 2 FOR N[lY WOOD FRAME CONSTRUCTION: W000 MEMBERS TO t SOUTHERN : - earns ar>sq Aw 20 GAGE GALVANIZED STEEL STORM PAHEL ►xi PANF1'S LENGTH UP To t Y-4• ems" 1e FAL i M. ItAiA7 - PINE No. 2, w/ SY'EgFTC DENSITY of 055 Drt EOUAL * �0. Q41R7 _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 20 CAGE GAIVANiEII S7EEL &TORN PANELop Mf1tF FOR m�6e117TON OF s�cTIOILs GLOBAL. N•/Wm - •••• PROTECTION PRODUC U C. 40/d/ s PINE NC. 2. W/ SPECtFIC D( kS1TY OF 0.55 2 ECIIJAL 44167 _ off" IL E C O INC. PROTECTION PRODUCTS, r q ¢ : ,aasssA s, anm i Na �' a+nT IRmECTIM PRODUCTS. am TOP ds BOTTOM MOIRiiN4GS CAN BE . i' ;, /` ' W $ UAW- R. 33au " setD sw M sF11Rr NOTE FOR C NJAITON 4c.... i �I : i�L B C O INC. 4ae e, alltxr `l DaAs a al3u 15 -O2t .� ', 0 :: �rcF aw Ar N1. rye eo�e1 R MAIM "4)• � fM 04)0&-M 15-021 COMBINED N ANY WAY TO SLAT ANY 93 r, �� 4r : ' �� Lt dt�ae r apes laar a,se R f4101! (fO4)•e• 7• t4 IwC mew -am 15-02t �^ COMBIINSIALED INN. .....• \ AI..: 4L, wa. Ae r 41a/ NIr rm _ DRAee4a N„ . TOP Qt BOTTOM MOUNTINGS CAN 8E �'fP �P ,.'.f4' �: � aw a Rom. ac Irre n F4r•c <4s41anr-7sM nw: fsatyeea am CAN BE O-amomo Ewa • .err r r .•rr rr COMBINED MI ANY WAY TO SUIT ANY Ai •<'� ' • ' .'t • t� s . a�.wr rr w. • au...re. ' a S! a� ar-r •re.r+t 4F.-ww t+LriN1D "10 COMBINED IN WAY TOS:+[TIT ANY N MM A T2JA.A` PIE - - SHUT ID w s INSTAIJ.ATlON. P•E 5�"• MILit71 A ALRaw Lftllr I n �[ . m ,- - re,... rM• NFr-AUL. A.. Nat phNl r ' - ow ti er s INSTALLATION. yA aRtIDIA PE ra.go I!gu ws .... �,•' •� Im,a,a eFs H ALTERNATE am °�iANDIRON FOR CONINEIE MOM& SEE XH6OAk ON mu w r IaL weoD s l�R Tia 1k 1 t IW/15 1 1 8 KTEANATE S ' C7 a �L � i ' wicamSIM "I_\ � 1Ra,�D ,.�� J f'"` /�, �� yyA s/� � �►/� 1. 2 a 1W/1s � liwa INSTALLATION OF -TAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM SHM �- t , M. TiaEIOm POrEtwAttoN rI. ra< 1 -O 1/2' AT E►a slips S EVER1 ,/+'► Ad tcgEws • r oa w/ INTO EXISTING WOOD STRUCTURES asD / 1371F7iLAP ra1a Aoo tk� w �iD2 T'i(�t�0X1. '\`� '} To tFLnp ,OALiR FOUND 7 I IN 11 I STUDS OVER j {t2 T/2' OC) I I ' ( TO FIOLD P/llt� � p. I! - I•-R'EsIEF H I I••gEye�C1Fame j aD0 MLA an"a« Phi aREi�R PARQi cft4 M1Bj ; - - - i L ° Tr ' ; - ( � 2 m IFOR Po`ai°N I IFOR 10Yia6LA1339""°IO" -1 0EO arcs ,• (Ni'S) I swiO •�/,a2� ,/°°a T •, 1lac 1 1 1 t OR �RoelRlf i • 1 1 1 1 (1 1 I } EQ 1/4' SEE SEE IOtF3a0R PANEL ENO PAi07. a 1/4' 1 ggp 1 1 NIERFOR PINE] END PANE]. I 1� Ewa 1 , Y1► 1 4Yr1. 1IIC•L 6/r LNn. (am t 14'aatw YAOOE M4A) OR L L4A1 OR p �� q • ll , aC. r MM. (DIEp 10 aJ• �2 , o�C. I 3' FANCHOR OR Yee. FMI L(of Lim ANCHOR A1RFWOW ' 3 (aa 0!L ,/,4j I pEi DET. W14) ( �} on OnBCT MOUNT SPACING SPACING M SSPAC" SPAC" I i Ar Be ForaA DE,T,.AI( i : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APP�CABLE TO SCHEDULE 2) /a�/y�• ADOt 0°` 14°� nS 1/t4 ' 4 • (tiTpeiNE Sf:ALE: 3/18• - tr SCALE. 3ita• - 1' Was; 11U€ • CAW . I OR 1 (� DEW" 1/14 R UES S afw • 12 1/2• vx ( .14l.AX1Irl�!!�l.,� IGN PRE URE�TiNG {R$-=f) AND CORRESPONDING I ALTERNATIVE 1 A 'TIrRNATl1/E _ 2 I 1 az/14) MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s^f.) AND „ „ 1'aa,WOW PO JDsuom10" ( I I CORRESP MAXIMUM PANEL LENGTH L SCHEDULE + Ita'. �'- .1 sI1r O-c € am"lED I ' o �,l • I mja ,2 4/r oc. t I A VA 2l+/AI 3/4 � 4/4 1. 3riY/1s t. � ik Tw/15 iN TALLOONS INFO CONCRETE A CO CRETE BLOCK STRUCTURES sr�ma �• � +� �` ' ALIERNAiE LOCATION I . 1LU111eI A.S0. IIas1 Ma PrLe. UI1FI1 J ON LIFE SMETY PAN0. L Peeaete4E Ff+II 4' fRJ peer ° t° I AREA wjlro LSFE SAFELY P1WF35 LonLT1oN of UFE (S8E Nou 1BELUAQ 4v+Lawnc J t •,,,�w/ aM1i_i_ 14dktl 002iYDOK^s TOP J-J)Qjjl!M w/ E•.tf_ ae a ,M• • 1p,r•,,) gr£stleF,olBgPV I c••L I L.. REauLAR PATIOS w/ OR SAFELY PANEL. - w 4e6D, -7i0 rr : J/< a•DLte• t.0"CLAM 'P / w/o REOtAAtk t10ACKs ( L� 1 W�'M tMao1 OF tFr•e11r rJ,x-N P,wDraE FF]ME o rrdAastE wsMi •PAST PMEl Q ro 9E NSfAtIID A4 IfE SAAET'r SFOIaF PMEL OPOM SHA L PRESSURE TO tO W ro TOro� 1°'L' (R•)0=04 CONCRETE COMMmcwtETX COI'M SEE INEET to MR maim 7w'E a 3I1Me1G FOR t16rAlJA71Dli4 NTO N'OOO FIYYE altlJa�. � OGNCf SU MNCNIORS °F �,Mt'S BE F w/ RENL 1NDIe LLIAOwomGL - --- OiOCIf LLtOCK 9AdC IMRU ANCNaR 7lVMM Me MMM EDGE COMICE JNE epDAEJ ON THa 9Ct4'LtM FOR P1C11 CIE 14) /+dIEO CeMpM .11E Vw• dtO TG 11q TLON . a" N/A N/A N/A r NIA 6' N/A r N/A i a 2 (TOP) E.Q. LEES nyb MOMED ON 3CIFAIRE RwO� Aadi°R R,' ►R0.7PLrii9 'SP FMG aA OF $11MCIURE 5'-0` OR LESS SHOWN aN SC,IEDALE 1r THE FONDMrIC FNXORS. PAIL 7iN5 OPEA4710N TO Fk P .E ELEVATION 950, ->2.0 B• 7' $' 6• 4" 9• 9" >i' Y` 8' I (BOTTOM) I== SPACING asumm Una FACTOR SHALL NOT aE uwa 1"AN MNWM SPACING (seE 14) - a1Op " FOR NCH ANCHOR YWE AT AI CHM LFE+Da aocO tRA>E WALL MOU1IMNG INSTALLATION WALL AWE FLU M� INITHIM NSTALLATION - 9• N/A N/A N/A IF' N/A 6' 9" 6• N/A t At 2 (TOP) _ O � t ~ � I' � IEfR1wFD Sd1LE 3/32'-1" +56A -72.p 5-0' TO 7'-a p" S• g• a' 9• 7 i/2' 6' 9' I' G' 1 (BOTTOM} ANCHOR Two + COW AAIE SECTION 1 SCALE: 3/6" „ t' i/4' M•L OAP ®®°R 1 * T • 1% r N/A N/A N/A 6• N/A a' N/A 6- N/A 1 d 2 (TOP) treaa x TAraIr aaal-r . SCALE- 3/8" - t _ -+ _ ._ r-e' TO e•-a• �- +sSA -72.0 w Aa11Ntl! rasa/ •' 4' 0' 8• tY 6• - a• 8' a• e' 1 (90TTON) eamwe••e+A7s laJ 1. In SWETt' STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 8 rrtvaaR 8 1.orwtDN - alaLaa► •.a:O+A 3 3 3 1/z 3 1fJ ALTERNATIVE 3 ALTERNATIVE 4 xaLeL EA. 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AMM Mdl D OM HONED" M®Ii ANSM1 I-M IG It MIL7pum MIMCIM OHM ON SCHIMUE 01 W IOMOIINO 1111111111L MR THIS QOIOn1 10 lE AOI 1 1®Id! tIMtLAM 4 wom MOM M V A" wu ROT K I= AWN IMAM S111ON/ IDMYSm TOR GOI AIODII TINE AT NICNMM MOM ,/� 1/4i 1/4•e t/f i ANCHOR TILE UP0011 AMPLED HyMIN-r WL Same VMS 04 a a 1 a a 1p aT�/wen OIIa111OJ 3 a 3 a Bs1aJ Oarai Ik1e De,T a a 1/! 1 a 1Aa 4 Amin Md 00z TlINM HMDIBR II - - - a I - - - 40 ar ,pa - 1M XI7 s 1tr + ME ME5 MIDL DasDNCE IEHWEDJ WT M OF PANG I 1/2" AID ® To 6E 1/r Mlml. 1 ++ asaw i Mal. awDCE MIM@N wrmM OF PAW. t AM ® TO !E 3/1M ' Mac WC RE iTH OJOW) 2'a4' R'cOU 114-10 NMNIELM al 6 1/4' O.C' MIN. AwEAM AT LODwYJIH1 OF WALL 11�, (MIMIC INSTALLATION ALTERNATIVE aAW 0� LAR PANEL SCALE 3/e`=1- NOIM H. INSTALLATIONS ARE OILY VALID FOR BUI DINOS TRIH "M DESIGN LOADS tP TO +SSA -72A MF AND PANEL'S LENGTH UP TO W-8'. 2. FOR FEW WOOD FRAE CONSIRUCDON: WOOD MEMBERS TO BE SOUTHERN PINE 140, 2, W/ SPECIFIC DENSITY OF 0.53 OR EQUAL DW) ALUUAWN RNATIVE 8Bw j GSM SAFETY PANEL SCALE 3/s'-1 • FLORIDA BUILDING CODE fWah r �V12 1'/24 4 S pAr Z�tE H�".F€'NETc' °"°") L,ri) ` 3* lax. '• (SEE B lift OVICOM �T 23X t' Men. wiffit wilpe. .. a II 114 I wil i ON a nj 1I I f i. I), ! (I l f l l L1 i l_ 1111 I I 1 I I I l i l l TILT I I I 111 1 i o�ssa�: "" 2 _ Ld M. TIM t • AUaMAtE 3. SEE NOTE 4 NOTE FOR CONCRETE ANCH1M SEE a•--�.MAY tf BE --- {ALiEX1TATE ICAThOMI. _ Sow agEC�TfOTIS 1 �' ART 0"o � Rom' 3 SM %N � LO ®W/ aR W/0@' © fs' t LIST IVNIE7. / m BE WSYAItED ATEACHrD1E 2000oPEIWs • USE PANEL © m BE D,SIALLFD AT EACH SIWL AU kVS M PROVDED w/ �yp��AL EL_FyAT10N FOR_ SE;jtiES 1Q00 t R HAN1aE TO CAOUTATTE MSTAUATIO*N. M IM'TF]MJkA ICI BE #61A.1m FROM SEBIES REAR i1ANOtE TO FAC8ITAT'E OBTKIAAON J.J ` ' 'a'T °C S°°1CRTRE ' s rGrE4oE0 To BE III WADED FROM MiSTOE t]F STrATCILMPE. F-Z HANG STORY PA"a (p SSA- T, EIA y4Yj 3/Sr . 1• IOU S/sY . Y- �s-1/4• Mm OW. 1/4• M_ GAP V4• R6x, C.1P PIP SIR 1 ©W/ OR wo ©• (2)1 •. i2 ""TOMt1E i11CA110N SECTION � B AT n+o A�sT SE CTION A -A : SCALE 313r - I' SCALE W - P (I). DETMe110N 0_F S"HE5 10OD: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL 4 TRAM AT TOP d PANELM/DE PLUS OR 15" LONG Noms-. 2 AT 807 M W/ PANELIANIM (1). E - Y HUNG SFOIb/ PANEL SYSTEM CONSISTING Of PANEL + Cunt TRACKS TOP a BOTTOM. (2). END PATERS SMALL ALWAYS BE CONNECTED TO SM.L WALE BY MEANS OF PANELMA7ES OR IF USED Y W/ 13' LONG 2 TRACK AT BOTTOM. ENO PANELS (2). �j1D fMVO].S SWttL ALWAYS DE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP SAR N8J SEW.L 8E HALL AD AT TOP O 51R71 PANELS 1111 BE. CITED TO W/ T/4'1-20x3 4 S.3/3Y WING NUT OR 1 /4'1-(.'K0%3 Min. TNU 1N1O TAPPEF 2 (EXCCPT AS (3). F END PANES ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL COMST OF DESCRIBED ON FKITE 1/4'e-20x,L'/4- MS. * 7/8•ix3/32" WINO WIT OR 1/4'Owi�4' Min. THUMBSCREW EITHER Of TWO (3). FAR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 15• LDNF, TR % 2� AT BAR ALTO TAPPED BOTTOM TRACJ(, LOCO" OF FASTS LMY AT EXTERIOR FLAT FLANGES OF ENO PANEL BUT ETD PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 . A STOP r'a'SHAL BE L1V0AT TOP OF SUCH PANELS. (4). N CASE THAT ENO PANELS ARE NOT CONNECTED To BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE OMMMY TRACK USNO S[PMSIS ONLY USED ABNOCAL ON NOTE (3 PAT LEAST TWO PABOVE. N SUCH NECTION�OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. NBE USEDTED TO �X*My W/ TRACK a)STIOG SILL WALL OLMEAMS OF PAHELMATES, ONE INTERIOR PANEL µAAYTTOM TWO PNVEI.MLAT'ES FOLLOWIN�CASHOWN ONA�II.EVAIKXNBOI D WTFY.fA(3 L (5). SEE SECTION T', XS 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MW/ g� fI�] NOT NEED TO gE�CONRNECIF!) TO Ct} RACK MEANS. TCZ) SMALL Pi INSTAUID Zff PANELS IRE LEFT k FBGitT SIDE OF OR PA1EL.) HAt4E RETAINED BY 2 . FLORIDA &IOLDHVG COW N Ye*acit tlNxrtcwrs0 Zone ' owls nAGri AC E-Z HANG STORM PANEL SYSTEM 1I1 TAL Us an mvNRID am aeee PAW) t>wN w 0. ATMUM W9ND0WS ANO DOORS, INC' *z = TC 1 111a,1EC: Q AMC. Lea 51 M!TIk7iT 4ADO fAa/ FL iota �.rf C7�.,• � •: {vQ HAGS ! COIN►AAW 4M Y4 Nt. i Ih la► H11141 MDS R 3ft R-r4W I= a NxMX w-MTf - (904),aiS4S FAL• B,1A)®-ITN 15-Q2T Na: q'�i' y AAA Ilia- r HARM - NILIFA J., P.E a - O,IP R •• an marl aa1 We1aa16 SHEET 23 O• 11 - i INEALLATION DETAILS FOR SERIES 2000 & 1000E-Z HANG STORM PANEL I� INTO EXISTING WOOD STRICTURES 1/4'I LAC SCRENS 0 r O.C. W/ I I/r Wri TREADED PBM7RAIM ((y3T1 Mtn. 2'x4' WW '4ir LAn Salim ! b' O.C. W/ � 10 EXISTING WOW "DOER. � IFJOEIM AtuUm I/Y Het TWWAD D 999I11*710H RAT OR ON EDOE DISTRO N000 HEADER, 4 Car:. i14.EA1•NaD aQ o'N- 01 EA END OF ® $ .2 IS 41 TAG SCHIM a O' aC W/ Twin W. 114REACED PD&7RATION ' 4• MA N/ 7 Fasm 701E7L "M WOOD WADER. (SAL DETAL 1 k NOTE 1A = .6 3/10' AMM1. POP 0111 4 UMj14e1L S.Y.S. own" OF Emw � • EA. END CIF (D YolE f17 IA=4 R t - 3EPARANak 2I/SIP IAR�AM7N p�3/ To GLASS. 77d// LLs 1:3/�• 1 WNce�rirt�e A GLASS.nu+ pprdw kYElt/OVBBBAP ; 1 M ! n• s I 1 t r- 4' S W 1 4•0 PAN MWN FEMALE ID 2 Z TE NLLtNS W/ ��7 M1Ar. TlINFAOEO NITM UAr��/tILlarj I/1 �Mk. TDm rFta4N11ATbN • MDGpt MATEREOURm OF PATE A SW M 2000 OI FLAT OR ON MW 4"�P1�oA Nish/e WALL MtN1NTIN13 INSTALLAIM jWAU MOU Gm ALT E 22"W INSTALLATION LOTION SCALE I/r-1• rji,NM AM 1."W 1 SCALE 1/4"=1- 1 ILMsc 1. NiSIAl1A11OlS ARE aLY VAC FOR BUMDIga WITH A.5-D. OEM LOIN j UP W +W.a -7" W AND PANNL$ WON VP TO W-10•, 2 PRE Ik, SPECIFIC WOW OF GM OR EQUAL TO BE SOUTHERN �Tk tA�. SjOP • ' 1 D AS FNWL OOIDEORON TO T1b ILA �ORE3] AM � d1 MOOD OR 2A00 M IXIAIdN TYPE CH SIFT 2SAFIXAM QLAMMM ALTE UMS TOP LLEAMn WOOD FLUS TOP a BOTTOM M711NNan" CM BE GOIWI ED R ANY MY TO SUIT ANY WILLAWDK smut, 1/4' - I- 1101E 1 SHVM TRACKS Mw SHIM Mo CORN 2 O 1d TILL I 7k]i3?'/ 10 GLASS. ; OAM o.IRCAP f p ppp r 40 LAO SM01T • b• O.C. e/ 1/2' MM, T1W;AL'EO POWMAT M art. Mvr NUT i 44 MNwD , a. i-(;)COnR ,14x1• S.MS I �j O EA QC1 oy (D `a•V'L! M SEMI. 1/24 a I �r "I DMA. _.LIFT B /4'sy{-Re F'rJ33//4' WA - ( L •4 W/ /• MA7SYUMOBCml -n. /4. a, 1. 1 4 •N11ER' +H MDR TA RCA i U 4'rRL3/4' M.S. W/ 7/D'fti/32• 1A ' O-L Matr a tz O.C. /4 F LAG 9CPEWs e r O&. W ARL 1 t/r MT140ADED PEM rArti {2T /4Y L 40 SCAB" a 47 aG W/ .1!Y i T v PENETRATION IiORDTN OF W 2•e4' W00D ELATE airpam RAY FLAT OR ON �� BUIt.D•-OEIi' 413 FLOOR TO CdNf(i LMOUNTING L AI.TES�tlA,tT/lj 4 'W SCALE t/4'=1• AN� s'�iaQ� ......... FLORIDA BUILDING CODE (HTah VNoeLH Nurl7can HEAL IJOTES. VAfRt CyZ{ C7C1R�t PAFdl SYStE]/ 8.1) MIHMN EMBED ENT OF WCON ANCHORS AND PAlELWIE FEMALE D B PANEL ATE PLUS IRO CONf71ETE 1. E-Z H" STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) HAS BEEN VElaiM FOR COMPUANCE IN BLOCK SHALL BE 1 1/4. ACCORDANCE 1MDH THE 2014 kixnvi OF THE FLORIDA BUILDING OWE. DESIGN 7diH0 LENDS SMALL BE gETT.?MNEC AS PER SECTION tIT20 of THE AB04E MENTIONED CODE. 8.2) MINIMUM 14FIEOMEW OF 1/4-0 X 7/8• CALK-N ANGIDRS SMALL BE IS 7/e INTO CONCRETE NO EMBEDMENT INTO ANY F1115H MATERIAL 5FHALL 0E PFRINTTED. FOR A WIND SP_tO AS WQtXRED a- THE ,IUR=tC" WHERE THESE SHLR1iR5 WILL BE {H�TALIM AND FOR A O,RECTK tALTY FACTOR KE=0 35. USING ASCE 7-10 FOR 04STALAMOM UNDER 2014 F 'AND SMALL 1/4' f-20 SS SIDEWALK BOLTS USED SFWl BE LONG ENOUCH(SHOUID AMC FINISH MATERIAL DOST) TO NOT EXCEED ME MAXIMUM (AS.0) 'E.4NGN T'RE55URi RATINGS IOHCATM ON SHEETS 25 Le 26. ENGAGE 3/4" INTO ANCHORS. N ORCER TO VERIFY THE W* COt10IT1ON. ULTIMATE DESIGN WAND LOADS DETEAMRJED PER ASCE 7-10 SHALL BE FatSi REDUCED TO A.S.D. iXE N t!NM4D LOADS BY IAK]1PLYI NIL THEM BY 0.6 ON ORDER TO 6.3) IN CASE THAT PRECAW STONE OR PRE `f W CONCRETE PANELS BE POUND ON THE 00STM WkL ANCHORS SHALL LONG 6vX1GH TO REACH THE MAIN STRUCTUREBLiH1RD SUCH PANELS. ANCHORAGE TO COMPARE wAmF w/ MAX. (AA.S.Oj ocSO4 PRESSURE RATINGS INDICATED ON SHEETS 25 &BE 26, SHALL BE AS MDMOIED IN MI) AND IN a2). IN OROFR TO tA.R1FY THAT (x]MFYUNF}rS AND ANGI M ON Top' P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33XG INCREASE UN ALLOMND:E STF -, FOR WIND t_;.4W WAS RQI. USED R1 TWR ANALYSIS. FAM94ERS SPACING TO MOOD ELLS BUN (� BE IISTAU�ED FOLLOWING ALL OF THE I i1END1710NS AND SPECIFICATIONS Of 1Fi MOWS DE'TE' HONED I4 ACCORDANCE WRe1 N.D.S. 2012. MANIUFRM STORM PANEL'S ADEOUACY FOR IMPACT AND FAIME RESWANCE HAS BEEN VERIM ON ACCORDANCE WITH SECTION 1626 OF II. RT SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDLESS OF THE STRUCTURE WHERE SHUTTER Twr Aawr MEWagED CODE AS P't7 FENESTRATION TESTING LABORATORY. INC. REPORT f 2D32, AS PROTOCOLS TAS-201, IS TO BE ATTACHED TO INSURE PROPER AHCHoRAGE• THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK TAS-202 AND TAS-203. OR WOOD FRAME BURDOM 2. THIS SYSTEM HAS BEEN DFSZONFD `a BE N9TALLEO ON ViE OUTSIDE OF THE OPENING ACCE siNG THE OPENING FROM THE INSIDE W/O TILE USE OF A LADDER OR LIFT. THIS APPPLICAMN LS VALID WHEN ITS7910ION B INTENDED TO BE PERFORMM 12. THE INSTALIAIM CONTRACTOR IS TO SEAL/ `WAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN It CONTINUOUS FROM TK NSILC Ot- STRUCTURE CONTACT WITH THE BUILDING TO PREVEI7r-WID/RA1N INTRUSION. CAULK AND SEA. SHUTTER TIRACICS ALL AROUND FULL LENGTH. 3. SERIES !OCO INSTALLATION IS AWL!::.W To SINGLE AND DOUBLE HUNG SMF. WINDOWS WHEN INSTALLATION IS REQUIRED TO. IV. 13. STORM PANEL INSTALLATION SMALL COMPLY OATH SPECS 94WAM N THIS ORAMIMG PLUS ANY BUILDING AND ZONING PERIMMP'D TRCAt TK tIT`sl[TF A- ':TRUCTUG£. REGULATIONS PROVIDED BY THE MOSOICTDN WHERE PERMIT IS APPLIED TO. 4. IiER&-S 2000 WST:ALLAT" IS Aml-AGLF TO SSKAi AND DOUBLE HIA% AND HORMWAL SLIDERS STYLI: WINDOWS WHEN RILL ATRNIM 1WILOOI16 AND DOORS. INC. £ - Z HANG STORM PANEL SYSTE6- IS PA1B1T [AEIO/IM. 0MAUJT7CH IS MQUITZE.D TO BE I"Ob-OR TO FROM THE INSIDE OF STRUCTLW_ 5. Att. A.UIMtHUM 7C IRIX&ONS TO BE 3O61-T8 ALLAY AND TEMPER. (UNLESS OTHERWISE owlrDj I& (a) THIS PRODUCT EVALUATION DOCUYENT,(P.EOJ PREPARED BY THIS EMNACEIi IS GEHETMES C AD DONOT PROWDE IKORMA710H FOR A STYE �IiC PRROGA=*. Le. WHERE THE SITE CONDITIONS DENTATE FROM THE P.E.D. 6. ALL ALUMINUM '.;HEFT MLIAL USED AT CLOSURES SHAH. HAVE 3105--H14 ALLOY, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE S1].ECTgN, F'lPL2HASE AND WSTAlLAY1OV INC111OING LIFE SAFETY OF 7. ALL S1'M SHEET METAL PANELS SN ! HAVE STRUCR,NK O"M STEEL, ASTM A-653 GRADE 50 MHn., CA.VAJIZEO STEEL THIS PRODUCT BASED ON THIS P.E•D. PROMM HE/SHE DOES N07 DEIMTE FROM 7HE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE a THE CONTRACTOR'S RESPONSIBILITY. I)MCNNATION W/Fy- 5" kai (AFIEN ROLLED). B. ALL SCREWS TO BE STAMVLESS .sTF, 3D4 OR 316 AS SERFS OR CORROSION RESISTANT OOATM CARBON STEEL AS PER ON (c) YWS PRODUCT EINAWT DOCUMENT WALL BE CONSIDERED INVALID IF MODIM 50018 W/ 50 Alt r,EtD SiRI#WCTHs NND 90 Nei TEHCPIf 5IT GTIH 8 SHALL COMPLY W/ FLORICA BUILDING CODE SECTION 2411.3.3.4.. S E VE`Crc PROJECTS SMALL BE PWWM BY A FLORIDA REGISTERED ENONEIR OR ARCWfW WHICH WILL 9. BOLTS M BE ASTM A--307 GALVAIBXEO 51EEL OR ALI 304 SERIES STANLIM9 STEEL, WITH 36 k01 MINIMUM YIELD STRENGTH, .(d) T OMA THE ENGINEER OF RECORD (EAR) FOR THE PRO.ECT AND OM MMi DE RESPONSIBLE FOR THE PRU49 USE OF THE P.E'0, DMEER OF RECORD ACTING AS A DG"ATTD 17161114BER TO YHE P-E.D. ENCINEER, SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAMWM FOR RE'VEYW. 10. ANCHORS TO HALL MALL ME AS FiXLOWS: W M MM. `.' (e) THIS PIA SMALL BEAR THE DATE NO ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSION& ENGINEER OF - 1/+"e TAr{ON AHCMCV+S Ai Lw4UFACRIRE'O BY I.T.W. KY.LDDI. INC. (MN. Fe=3192 1:$1) RECORD 'THAT PIREPARID fT. - 1/4' A X '/e' CALK -IN AS MANUFACTURED BY POWERS F.ACMENFRS INC. (MN. Yc-3000 P.e.i) 16, STOW PANEL WNUFAICT ItER•S LABEL SHWA. BE LOWED ON A READILY VISIBLE LDOAl10N A3 STORM PANEL N - 114-10 F•ANYrLANTE FEMME A7 NA PAGINATE PLUS ANCHORS. AS MANuFACTURCD BY am CoNsTRUCTION PRODUCTS. ACCONEMNCE WIN SECTION 1710AZ OF FLORRM BUILDING. CODE. ONE LABEL SHALL BE PLACED FOR MRY OPE3NNG. (I"C-3350 p.ai.) UIBEUMC TO COW-LY WON SECTION 1710JL2 OF THE FLDRI6A BUO.ONO CODE. AT) MINIMUM EM££DAiENT OF 7APCON AACHM S INTO POURED CONCRETE SHALL BE 1 3/4' AND r FOR PANLMATTE FEMALE ID k PAINEWATT PLUS. A2) MINIMUM EIASEDMENNT OF H/4. X 7/8CALK-IN ANCHORS BE IS 7/8" Nr0 CONCRETE. NO EMBEVMENT wm ANY FINISH NA[ERiAL SkALL BE PEASOTTED. 1/4- I-20 SS SIDEWAY DOLTS USED SHALL BE. LONG EHOUC{(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' . INTO ANCHORS. A.3) IN CASE THAT PRECAST TONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR '.. FLOOR. ANCHORS SNARE. BE LONG ENOUGH TO REACH THE MAN STRUCTURE SMIND SUCH PANELS. ANC HORACE SWILL BE AS ME'M1NED IN AM AND N A2). (R) TTX OUSTING_rnNCTt£TE BLRtyS-SW31: ,>li�! •••• T: -- tsaQmot Ai1dEDM Cox (N v AwFF�o,I. zen. - 1/4• A TAPCON ANCHORS AS MAW ACTUR€D fly I.T.W. BULDEX, INC. AS BY POWERS FA5TE NFRS NC. (Pm-1500 P.I.L) • . • .,` saOt3 A>Oft 1M: E-Z HAND STORM PAiAiL IL >ti F.aA. BIMeW In - 1/4- e X 71W CALK -IN ATNAM, MANUFACTURED BY ELOO CONSTRUCTION z 74• A �� M o1O uLrMOs am a1Nea tv1 1WWL) - #14-10 PANELMATE FEMALE kX AND PAIF311A7£ PLUS ANCHORS, AS MANUFACTURED PRarwcrs (r 1 s2O7t p s.T,) MUM WROM AND DOORS, MC. ,a - - �]f�••7HCS T F WOE FL3T3N 15-021 Rt 6 A ' • M, 06 :."1'.O seem a am NIbiI psN).NM-T.4c NNE aMNHNw 4r�T y • , . r �r ua H4aa. [err r CROWN ,lam BMWNLt Pl '- - ' _ 111RT It r M A•Q {� ]0!EDIAF 0A ae77 Ai i 1 R OWN SHEET 75 FW W.. TO QLAM 1 1 N 1 t � 1 /7/i 'ii.' 7/77 oamopor i 11ENX111® .� LIATI A 1 - DINN POURED QONCRETE OR CONCRETE BLOCK wrAMD eI1loWte AFelN1® fA/ WEET 2EI tA401e �a� 1 I FOMO 4 0- M" �r TA DIM OAF Mon M j E K 7 oM - 5 ( I i r11 � i •• I • r (TrrX i fnrt �tIMN� L I AAEI•: • PO► � t 1 t N of BA7n 1 t 4Y- 7H.---�- � �roTTe t ee. � 5 II OEM SHEET25I "� I rtl4•a-aw5l4' SFOR WNL IQI 1 tAa'h2�#/N• 'VO 3i80'/ T- >iaE I 1/4 '7MOtTN�f 1y i tO oI.AL4. i � � ��� 1 �• I S I t UWALAP NUIL wm 1 Kkr.a Me<a $ a f 16 caa t PaAMD p I 1 Cart IONO�IDr � tlaedr iscL C(tN01W7E AItJHEes � ` s �AmE T L+1ob3 y` ON aL u 2 1 i WALL MQMW1_ JUST, SECTt }N It)N i' ea4F 3/3-1- -120roo a 4 DETAIL I SGtE: 1/2. I• !I PAtNOE►OE I �� 1M%/1 44 a0 �. M,y[jr• E a Nara. - T, CFO `W-164 ROAR t ot'r �AMQo" Tar VAwwwam w sm asfF"'�W='Asv*04 HOLE TO CEIUNG MOUNTI_M_13 INST. BUILD -OUT MOMMN M15T. SGLE 3/s-1• =� 3%e-1• 1� sLOAU4 sIARAIMC COD£ 0 t^'o ^W C_ i Cn _ ♦ V a) �4 p �.. ^N W O N Q O L Cu N CV U <V -0-0 vi C 20 '>✓ N C C •0 LL. An W �1 ICU JO Cu 0�. Cn �J L cu e♦ri^ v J CIO O U) CDL Q U 0 Cu LU = Q Z Z Q J d SHEET NO. SH 103 11 �Ww MDR eesa Ae IIRr erwr ! R� IWN llDMfl• � (C) TO F16sTeNG twm curt_ sPECWMc ttRAMIIr_ c . D.sts MrE.k 1. STOlifl laU•IEL SIHOIM ON THIS PRODUCT EWLIMTIM DOCUMENT (PIA) HAS BEEN VEIJlrIED FOR COMPLIANCE N ACCORDANCE - 1/4-0 TAPCOk ANC OM AS MARIFACTLNEO BY I.T.Y. BU(DM INC. WITH THE 2014 (SWt EDITION) OF THE FLORIDAeM1ADeNr COOS THIS STORM PANEL SHALL NOT M INSTALLED AT HIGH- j14-10 Pma"E PE -LE D AND PMNE'Ii ATE PUTS Amos, AS MAOUFAcmRED BY am COf>STRIICSIOH PRODUCTS. VELOCITY HURRDAFE ZCIIES�(MBMB-DAfJE / BROWMTD OOtNT1ES} = 1/4'V LAG STREWS PER N.DS. DESIGN WAND LOADS SHNAL pAS PER SECTION 1808 OF THE ADM LENTIONW CODE. FOR A BASIC WIND - 7116E x 5/9' WOOD BUSHING, AS DISiRBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY CO. SPEID AS REOIIBED BY THE JURISDICTION INHERE STORM PANEL WELL BE OWAUED. AND FOR A CRE,TIONN.RY FACTOR KD-O85. USING ASCE 7-10 AND SHALL NO EMCEED THE MAXMUM (AS.O.) DESIGN PURE RATINGS INDICATED ON SHEIT'S C.t) MINIMUM U AOM PENETRATION INTO WOOD OF TAPCON ANCHORS SNALI BE 1 1/2' AND 2' FOR ELCO PANEMATE PLUS 3. B THRU 12 ! 17. 1& AM AND PANFILLE FEMALE a N OIIDER ro vF1TMtY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LAWS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASA DESIGN PR6SUi PATRIC BY MULTIPLYING THEY BY OX IN ORDER TO COMPARE TNESE W/ MAX. (ALS.D.) CT) MINIMUM THPFADED PENETRATION OF LAG SCREW. MITI THE WOOD FRAME UNIT SMALL BE 1 1/:r NO YHREAOE'0 rP.4 1 I PRESSURE WINGS ID WRINGS ON SHEETS 3. 9 1HRU 12 ! 17. 1& PENETRATION IN10 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TI#EN ADW PENETRATION. IN ORDER M VERIFY THAT ANCHORS ON THIS F.= AS mm VIM NOT FIEF sA 33X INC RAM N ALLOWABLE STRESS FOR WIND LOADS WAS = USED N 7MSR ANALYSIS. I MIk7ERS SPACING TO WOOD W\S BEEN OEOM MD N C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SMALL BE AS 1ND TED N THIS ORATING ACCORDANCE WITH ND.S. 2012. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VFSLFRD N ACCORDANCE WTH SECTION 1800.1.2 OF CA) MINIMUM PEiNkIRtiDN OF WOOD BUSHING SHALL BE S/r 1/4' 0-20 SCREWS USED SMALL BE 1 1/2' LONG WNIMVM MEN11D1ED CODE AS PER AME ICON IMT LAB OF SODRIAA REPORTS O14.01-01 AND j0 &M-08. As TIE AB04E UMH TT sHNOULO sT11000 ETGST. AND 1' MNIMIIMI FOR w S WITH No STUCCO. PER SSW 12-90 At ASTM E MO-02 STANDARDS. MO AtERKJW TESTING LAB SOUTH FLORIDA REPORT 01123Ai-10 AS PER 171E-201 AND TAB-203 PROIIOHALS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION tIO4 OF THE a C S} INCASE THAT PRECJLST STONE.Olt PRECAST COHNHxRE7E FINITES, STUCCO aR WDoO BOARDS BE FOUND ON THE DUSTING FLORIDA BUILDING CODE. WALL. ANCDRS SHALL IE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAEI.S. ANCHORAGE SHALL M AS MENTIONED N C.1). C.2) ! CA) 2. ALL. ALU PAN DaRUSIONS TO BE 6083-40 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIRE7M110NS AID SPECIFICATIONS OF THE AICDR'S YANUFACRURM 3. ALL ALUMINUM SHEET METAL USED a COSIIRFS SHALL ME 3105•-H14 ALLOY. 8. PANELS MAY ALSO 8E NSTALI.ED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SfEtTS 4 4 ALL STEEL sEET METAL PANELS SHALL HAVE STRUCTURAL GUILTY STEEL. ASTM A-4W GRADE 80 W MUIt. 0-OD OALV➢1NIE0 THROUGH 5) EXCEPT TWAT WADEtSO4k0 SHALL NOT BE USED SIM DISIGM110N W/FY- 94.2 Mai PWR ROLLED). 9. iT SHALL. BE THE RESPONSIMRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SiRLXTAE WHERE SHUTTER 6 TO BE S. AL SCREWS TO fE STAINLESS STEEL 304 OR 316 III SUNS OR CORROSION RESISIAW COATED CARBON STEEL AS PER DINATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR W000 FRAME 50018 W/ $0 kd WELD STRIENGM AND 90 kti TENSILE SIREMITIH NO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION .3. 2411.34. 10. EACH REGULAR STORY PANEL MM LENOTB OVER NU'. M PER SECTIONS 1. 2. 4. 5. 6 AND ALTERLAIIYES 1W. 3W ! 4W ON G. BOLTS TO BE AM A-307 GALNW® S►EE., OR AM 304 SERFS STAINLESS STEEL, woof 36 kd MINIMUM YIELD S FIENORIN. SHEETS 4. 5, 8 ! 7 II:SPBCTRELY; SHALL HAVE A LEGIBLE AND READILYWAKE MWIWG 96TPJCnNr O1INFR OR TENANT >n SECURE PANELS WITH APPLICABLE REIEORCE ENT DOING PERIODS OF HURRICANEWARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE NSTALLATIM CONTRACTOR IS TO SFAL/CrWLX ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION.- ( Ta o6sNLo mmwo CJ)HOIE7Ee 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (WL Itr3122 p. J.) 12. STORM PANEL INSTALLATION SWILL COMPLY W/TH SPECS INDICATED N THIS MINING PLUS ANY OVUM AND ZONING IECULATg06 - 1/4' 0 s 771W CULKSI ANCHORS. AS WMFACMM BY POWERS FASTENERS INC. FRONDED BY THE JlRIs01LT10N WHERE POW a APPLIED T0. - 1Wn.Orc 33000 ,s ANCHORS. As 06TIBUIW BY ALL PONT SCREW. MT !SPECIALTY CO. 13. (e) THIS PRODUCT EWIATDN DOCRE/ TEN (SSA) PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PW40E I•'ORMATION - #14-10 PAEIHAYE FEMALE D ! PAS M7E PLUS ANC OM AS MA UERC URED BY ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT; L•. WHOM THE SITE CONOMO S DEVIATE FROM THE PED. - I/4 s ZAMAC RAW ANCHORS. AS MABFACMIRED BY PORTERS FASIE109M. INC. (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A1) MINIMUME]BEDIEtFf OF 17P00N ANCHORS MITI POURED CONCRETE SIHALL BE 1 3/4': 2' FOR ELCO PANELIAAIE AND BASED ON im P&A PROVIDED NE%9E DOES NOT ORNATE FROM THE CONwmm OETALm ON THIS DOCUEEwr CONSTRUCTION SAFETY A7 SITE S THE OONiRACROR'S RE3POl151.Ji1'. 1 3/r MR zmw mum ANCHORS. (a) THIS PRODUCT EMMATION DOCUMENT' WILL BE CONSIDERED INAUD IF MWIFEM A.2) CALK-N At SOLID -SET AN H M SHALE BE EMBEDDED 7/r INTO THE POURED CONCRETE. NO E I EOMENT INTO STUCCO SHALL BE PERIITIW. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOW MNMIN SIH ULD SRDCO OW. (do SITE SPECIFIC PRWEtCTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND i' MINIMUM FOR WALLS WWTH NO STUCCO. NO MAY BE HEADED SCREWS OR ALL.IHRFAIDEO SCRAMS W/O HEAD. ENGINEER OF RECORD (E.O.R.)) FOR THE PROJECT AID WHO WELL BE REWONS13LE FOR THE BUT WITH WING (RUTS. PROPER USE OF THE P.EA ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TD THE PIA ENCOM, %IAL SUBMIT TO THIS LATTER TE SITE SPECIFIC DPoWWNGS FOR REVIEW. A3) N CASE THAT PRECAST STONE. PRECAST CONCREE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE MTNG WILL. OR FLOOR, ANCHORS SHALL BE TONG ENOUGH TO REACH THE MAN STWICIIAE BEHIND SUCH PANELS. (o) THIS PEED. SHED.. BEAR THE 0117E NO ORIGINAL SEAL AND SNONATURE OF IHE PROFESSIONAL ANCHORAGE SMALL SE AS NENTIOMM IN At) AND IN A.2). ENGINEER OF RECORD THAT PREPARED R. (B) to etnslNc mAr .A,c eLOGI 91M L ASTY C-fR 14. SIRRTIR MW NAC MKn UNI» SHALL ME LOOWRD ON A FICADLY VMU LOCAION AZ ST7RM - 1/4' 0 TMCON ANCHORS AS YAMWXRNW BY L T. W. BUA X. INC. PAL SFMARJL N ACDOIBI•ICLt MIN Si!lClpll t710A2 0► RDIWA LIUADN9 COW ONE LAMM DILL E F A0® FDR OAfff GERBIL U01N0 TD COMPLY roll 11TaLTION 171111" OF THE - 1/4' 1 x 7/8' CJULK-N OILERS A4 MANUI7CRJRED BY POINTERS FA5IEIFJS INC. flOEDA .EDITS cam - 1/4.0 X 3/4' SOLD SET ANC OR L AS DW W W BY ALL PONT SCREW BOLT ! STIECIA TY CO. - #14-10 PAIELMATE FEMALE D AND PAElLM PLUS ANCHORS. AS MANWACTIRED BY ELCO CONSTRUCTION PRODUCTS. .. Y.... - 1/4. 0 ZAMAG MMUI ANCHORS, AS WMPACTU ID BY POWERS FASTFJEILS, INC. B.1) MNMN EMSEpA M OF TAACON ANCHORS. ELCO PRAELMATES AD ZWC HAI.IN ANCHOR. INTO THE CONCRETE •'. d FLORIDA BUILDING; CODE(Non h : IN (Nan Ion•) BLOCK UNIT SK41 L BE 1 1/4"• _ eAf$ now w- ru. 24 GAIiE 6ALYAINZW STEEL STORM PANEL 8.2) dWX-9N ! SOMA -SET NEUTERS 99WL EMBEDDED 7/8" NIO THE CONCRETE tiLOLiL LFLBT. NO ENBEDME'M INTO m � - `gyp t sntCco STALL IRE PcRwnED. 1/4' 0-20 scaEws USED sRALL BE 1 1/2' LONG moomY soma 57u= ow, I L E C O INC. ION PRODUCTS. LLC. WPR�DL�.TS. Lam.. fi AND 1' MINIMUM FOR WALLS WIM NO STUCCO. �PROTECI •� I i .• •O' �' - r ceErAur �9sc�, tii131�4 -� 8.3) N CASE THAT PRECAST SCONE OR PRECAST CONCRETE PANES, SNCCO OR WOOD BOARDS SE FOUND ON THE �, 15-022 �O •. O,,,iiiO� • ��I� � • OtY "�� . A�i'P9 O!-� AIIaC OSQUO-75 . FAX (f64)•tt-t7W7 EOSTNG WALL.. ANCHORS SWILL BE LONG ENOUGH M REACH THE MAIN STRUCTURE BRIO SUCH PANELS. O-0OOfT1$ -.g 1 - -r Dnarlc Ma MOCR40E SMALL SE AS MENTIONED N Ill) AND IN 9.2). ftuDe A .♦. Pt Ili" r''° ' - '. f1fT 1 OF is CONCRETE (w SCHEDULE am SIEEB 9 TNOUGI 10) NXNCRM ANCHORS (SEE SCHEDULE ON SHEETS 9 1HROURI � SCHIDIA1 Ir aw U 1. L (E 1 lelai Wri Y•� CLAW�E- ON 4ELT 1 +1•L IMwt. SEPAM11M 1 IV MML (SEE SCHEDULE I 1 GLASS. 1 AMC"ORS ON SHEET I I t PANEL 73,i TH (SEE SCHEDULEI -1(� 1 ON 3) t (SEE SEE S HMULCONCRETE SWEET. 3) I 1 ON SHEET 3) BELTS 9 71910tIGH 1 1 I ; of t' aiA► ; ) T 1 I IUW .WWI • t 1/4 WG 1 j 1 R 1 t 11L9 COSTING POUIEI)ED LOCK 12 1/2 O.C. 1 APPUCABL4 1R 1WW101 MID CONCRETE BLCONCRETE fixKppwm 1 1 CONCERN (SEESCHEDULE EE1S v N 1/4'`VAL=u t�y Rur • to t/Y ac Eon 10) 9 / ONLY v"A" // ALTERNATE . EEG LOrJLT1oN 4 901 t7YX-N-N INGOTS ARE USED At W/ INN -- COSTING fxKC� bN CONCRETEPOURED ALTERNATE CONCRETE !(ACTED COIICIIOC CtRN7l7E AN ARE USEDPIPINGLIMIM ANCHORS CONCRETE BLOCK off scmvGuoE W REQUIRED. sIAGGUIED W/ sm am SHEETS 9 1N0004 10) SHEETS 9 TROUGIH 10) EC 3 1 W��� WALL motownt SCALE 3M MOUNT ED " EDGE OSTANCE NOTE FOR mLBMA1DHt OF St»OMB (SEE SCHEDULE ON TOP ! BOTTOM MOUNTINGS CAN BE SHEETS 9 ! 10) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. BE61 70 BE CETIMED Off IiEDB1QED E GPIEFR OR AITaeTECF PNDR ro SHUT DWALLATGi. WOOD ANCHORS ((SEES 11IE ON SIM 3) t31:•• t �► � ago J �Wi 11I11"' _ i�I - r 1�' � L �1 yi , UI�1aR a -.A 1. MAX. PANEL LENGTH (w SCHEDULE ON THEE, 3)3) V OF i' Ifix f 12 1/2- O.C. TIOCID Aa- REQUIRED NOTE FOR OOMMBNATDN OF SE011CM& i 1. INSTALLATION ARE ONLY VIW10 FOR MAX. A.S.D. TOP ! BOTTOM MOUNTINGS CAN BE OESIGI PRESSURE RATING (Est) AND PANEL LENGTH! COMBINED N ANY WAY TO SUIT ANY AS PER SCHEDULES fXN s 3 INSTALLATION. 2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0 $ W/ SPECIFIC DENSITY OF 0.55 OR EQUAL Msa SEPARATION ro GLASS. SEE srA+EDmE ON SHHE>:T s) I '� yam PANEL LENGTH (ow Far FJ"L (SCE SClEDULE N Lower am ON aw 3) 1 OF t' ALTERNATIVE Aw SCALE 3/8r1- :`✓"�. FIDRIDA BUILDING CODE Non HR h Velocity Nu cons Tone N0. e41 I,) .7/ (( Q t dI •�., RIO A • (N4 `jt f••• •sirs Hoar rG IL E C O MNe. 24 CAGE GALVANG19 STEEL SIM PANEL Lww W. GLOBAL PROTECTION PRODUCTS. LLr. 40D E F W, ERR: earE n 37aL4 PLLa@ m4sm-TN4 m (lWAW-M7 wf;v1t - i 4I i as rrrr Ir.. PI1y IM-a0. !!t: py 0Y-Nm $ fP,E 15-022 ,. a4II - ffiTr 7 o ro COMEQNENM FOR REGULAR, LIFE -SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1') 15.12w (TOTAL WIDTH) swO' Ct1YE 2.I6Y s :1D3' s-20xJfo __.-.._-.._---8 1/4- (TIP.)-�_..__.._.,�].w .750' S.S.SA SItKX rx�'fu 37 .ITS` AWtE • s f/4• _ ta60' 1 1 1�• .leg' asairr OR &12 t i'/ i-- --+-- TOsel - - KH I 1 f i Z30 �r d D=e Met TMsac s is 1 J7s' VPNMt.�t' 1.So6` > �A A W TYP. I / 2.0xr' .064• j ., 1Ats t So ' EDGE 2 I 2.12r f-"-DETA L A � i Aga• (TYP� t 1.350' 01 ST w PANE,' Et. 1,,-..•-.____._.�_._._>*UAL A -- 2.000'�ls� �p�/y( SIOLL BE fxv MROi�I W ff SIDE/ 1°a �tt - NfiNi R O rr �J ACK ���� Ar 17O AT LET SIDE OF PAEL P 0.024' (APa) '. AAIL3 am LAP ,�• •, 7D GALVANIZED SNYLL :0.0s' L2 MAIL .133' 02W i •.025 0 0.250'Y r ' �,tF1tl�1) 1.407' a.m .P2MP �•• --`--'-ISOMETRIC VIEW IIETAIL A 1SJ.E .270' PArIHs 1 S OR r MINCED CORNER 0 ENDS OF PANELS t � � �. --2.378' END LP W/ HEMMED EDGE. ,ft?3 ,t25' (HIRES) .s7s• DETAIL 1 IMP, tF PAl J 750' a11r O KEY HOLE WASHER 7-1)07 LucE o> Plvm A7Y (TPJ 3/05-HMS4 ALUM. AlU'UY ® K[HOLE AT PANEL .750'r- 2.1 4' T- A9t' .750' t9r ZOOS/' 2. 2 a !Molt' 3..1E "H" HEADER ® 'U- HEADER t. . 750' X �1- MN. TO 5" max. - � s� I - .MAXI Zow-' L� ® � -J! TRACK 1@2 MEL. HANGER 3.000 006f-re ALLOY s7a' (1 1/4' WIDE) (USE ONLY FOR E- 7 HANG SI"M PANEL • -Oro' .275" t jI SYSTEM) 5063-16 ALUM. AHOY /CORM' 2.000' * P t.tu' _t160' `��° R.. i$�..Cl,/Rh.4, FLORIDA BUILDING CODE Nan High Volot HDrrttcrre Zone) ova*1. /' .123' $. ®''N - NC ' . • •7afa nUXtaxi AR 24 GAGE GALVANIZED STEEL STORM PANELFAL 2 ooD-..'� �"'°� `* : _ �E C O one, lC Oci Pt GLOBAL PROTECTION PRODUCTS. U.C. wits .20C / 4sw 3.W. at Smxr e w r i-O' '• 'k t a ,.r <4s� * is... a°"`w.r s."'0A,"G-rvi°„° purr: {ss4)ew-Taaa rAzt (etNlsao••erst 15-022 Mmj)=OLIj F- 44 BWLD-OUR r" TRACK Is@S S) 0314EMO VANGmUtf sy �7 '• t aw-m .�» T� aAMAC 3 ALLOY) A 1. LLALrFA A rtLfr a:. P.a a n. x..tr • l7alcT z a as saw f i l � • :a. =m'U\\6 y� K�1.. CONCRETE ANCHORS (SEE se ff mms ON SHEETS 9 74ROUGH 10) SECTION 4 scALE sf�1- E.D. " EDGE DISTANCENOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 ! 10) COMBINED IN ANY WAY TO SUIT ANY NSTALLATON_ HEDULE ON e Y MOU H 10) CaNC��I1 BLOCK TE LEG Rt9DURED. CONCREM ANCHORS l (SEE SCHEDULE ON _% SHIRTS 9 THROUGH } t/s• tn` 1 H 4y J ..Na i.1I 'tT. LN.. GLASS. ON t'-4on• a.t. xa K/ of 1 ,Jf/ MAX. i Q0 Weus of s I/4• OA 1 'L` u(m PANEL UE " esm SCHEDULE ON Shal .3 SEPAATKIN •� FOR SPACER O i1 TOCOSS. (SEE SCIIEDULE ; ON tH�s-mn• s A SHEET 3) iSMEN I W a 10 MR .._.. • - Fort Ava - H � rAfl�:-rf PANEL LENGTH t 1 Item roes I {SEE 9CNEDtAE t __.-- ON SHEET 3) GLASS 1 i ! 1 OFMHIAx� -1 1 % 1 56% OF IL, NY-9Wctt16ft Wdw. 1_ - ' - T • 1/r oa -- T CONCRETE ANCHKAS / " ( SCHEDULE ON 3 U75 9 THROUGH 10 f 2 t/a" LONG MAX. ALUAIIHUM SPACERS 9 6 1/4- O.G. VALID FOREID ALL DES"OADS AND PANEL BLOCK ExmnNG POLICED CONtww UNGTHS PER S1!E£T 3. OR oonecrRElE BLOCKRIZOUIM }} 1 VAX. tITNG AWNNUI4 sPrcERS a 1 12 I/2' D.C. (SEE TABLE •1 ON I SHEETS 9 a 10.) WALL MODUnwe ,{OiRECT MIOUNT WAPACERSnOR ZWLIT Q G-L E01 SZ I 41VIKr-A"r.LLI) aIaIILMJ aLlrEsy ® OR camc .0 ea Va Eat wsYt- ssWOWOM sNuor Sca'L+°S r ti M1 S. I ANGIE WN t/4-4 Y T 3/4- 21/ TAPCON a 1r 0.C. M70W FWAC COfICfEIE BLOOe X/AMTfOR f tUF Y4 O 1�e CODIIRD r" WOW F AE I fAIfF YEP6 f1EM1LRE0 , 1/+' CAP afTp 1 Y 11 Y 1 3/4' AMfilftR 1 I 1' Y Y 2' UAW 76 TERILVE Lm Locum • tY VARIES 2" T M ML G< L <W 1 AWL AItIE ON P00111m CONClEtG CCLNCRE - 1' .rr�awr JJL•. COED' 3106-+164 SHIST MM ALARM. BDR PIAW BLOCK OR p44• 'WOOD FRAME + OMn 3106-4141 2 1/Y t063-Ta N10Y CORLAWM.NKXE - 2` - 1 -^_.. =+`j Mmt CAP 1/4*0 0OQ'Y 4'x Ail2' e IY O.C. w/AAasRXt tf15-M74 OR 8067-TNt ALLOT Cant. Al . ANGLE CASE A (PLAN) CAM 8 (PLAN) CASE C (PLAN) CASE Q (PLAN) SCALE 1/4'-1" SCALE 1/4"-1• SCALE 1/4--1- 9MO-SLT OR CAN-aN i I" OR am wsipwx nukz 10 me TTO OR PANELAWtiE PLUS (tSCE 11 �R (:ONLOe'fE BLACK7-AIAPP. 1AX�J I oa 2•Y4' t10aD F OFRNNC SCIWIXLAE OHI WIL7E15 4 PANEL I VE FMRK, VAAIE9„i ® PWYE ar CE■ PRATE fFn11IiKD MARX to a$0 OY(MK IO 2-0* 2 S Mls K:7 Opeaw WIDTH) \ COS [. 00 WOW FIRANE i i � 3/4' Vac. 1 1 1 YAMi -� ' © °R® " 5 MIL 1 �J NU Fwt/A� IMROPIT f0 VOLL (HLVER cur Rao mfl) X- a0. U STANCE _'j_ its I- o f I tT1* ) 1 -'a '---- ---- SASE G (PLAN) ." , 02 an i GLK SCALE 1/4"-1 • W14T .tar • tr ea 'A LIT FOR ERECT MOUNT NSTALATION ONLY At CERTIFIED PANE. 94STALLAMN AT WALLS W/ SURFACE LEVEL. VARIATIONS WTFI•H 3/4' dA � SASE E (PLAN) CASE F (P LAN) 4`�/ FLORiDA BUILDING COS Man H h V•Hoclty Hurrlc0 5t4E 1/4'=t' SCALE 1/4'.t` ` Nad213cx�z $ .A¢ra tatLG4 am 24 GAGE GALVANIZED STEEL STORM PANffL _ ' MAXIL011CU A.�_ 0E'�(L PRESSURE RA'TRLIG (e.a.f-1 A1JU �(,j$RT:SP09LDItr)G 1/4. 3/4, 4/5. 5/5 A 6/5 MAX..J6��t ' Z�t1l�a31i "!.`. �F",.��Q� tt-�.F� �STS�hf� Err �4 I W/O. 2W/6, SW/7 ! 4W/7 em � INUALI ATif3� IN E Q ,�1 tR n rnuP -off, - t �1GR tE Bid &r' WOOLS (t) 3' uAX ANa1oRs (sE sa+mu►s a+ r MAX 1' MN. SFIEEIS 0. 10 Nk11) to III. ,ufl�t:.l'3k1E *' - "� SOICLE PAXRAflRESiaA81E'Q Aj-�j� �0� ,�y/�� o 0 A" tLt4'LL p��,.,:3t D.b1.,iJ �?J 4 ,-T1--1-I- r--1- �-t--r�- T-r-rT TY L.ZRACf�_-:ftw-.11* I �������S��O r-..-- MAXIMUM PANEL LENGTH :IRlre7.:t A-5.0. 3x F•RLSSIITY 4[L?Iv 3-0 CtyYCIF'1"'lF. �7(k _ws-sAu--k?v3 "')' J*.o fw-t07 10'-o- 40.0 10•-21. tr-41 . 4S4 .- ..__ 3a0 no - Sao-s• TM 610 r-r b'-4r rd' 70 d r-e 11-1. •..-.•79.o r,-a' b'-f0' WS a'.0 mo 0ao a'--5' 3"-I I, fizo 1-1. a-e• f to o 5 -7- rim f fRa S'-5' MAXIMUM PANEL LENGTH tU5414MN1XN .4S-M PRFSresw SURE RAINO (P3A.j (+ - -) CrAy m > WOOD pN$iA(.LA11C15 t L4 L- 2tIA 14'-4' f3•-0• 210 cr-f0' 1f=7' 30.0 rr=e' to•-r 31L0 To• -To• 9-9• 40.0 X-e• 9'-2' 4" rr r' w-r no r-3` r-9` Sao &-o' r-r S69 r-e- r-r TAO r--5' ed-fT' 740 r-e a'-e" Sao r-a• a1-5' Beta 7 0' mo a=9• a•-r ILSO a•-r a-fo• TOOLO S'-Y Trxao a=3" 3'-4' flag if" - "As MINIM MINIMUM PANEL L rl;&M (In) FOR A OWN MGL*MNG CONDITLON TOP DIRECT1�SxU6 ' 'F' AA6 t T9RpAEtX NOUN? MEN" iLi:AOER EwF TRK.YL w a65UM5 - DIRECT NOWT Ae 3r 3r wS5' S0' 50' 4 1,5'K'.5' STUD ANGU m. 3Y 32' 3Y 4r 39' 1. 3 'F TfIACY 55' 3Y 3r 1. eY a0` W. T AD -OUT 7wti . ALCU 1M.-. a-4 yi• 32• m fYf 36' �56- f1 _�. AD ' �Fs-tHAtsN SO' 32• 32' 38' W' S9` 58' n�nunummvmn i�iiil�� . ` D.M., - - - - - o - - - - - ®(� • o o - � MIL 2/4 bjj4. 3/41 415E 5/5 a< 6/5 4W/7 HCtlRS (SEE SCHEDLa rON SHEETS S. REGULAR STORM PANEL C EELEVATION tor NETS. 1/4' INnc GAP Oft OtDlAP -1 11HO E NILM SECTIA-A ,J ON N.7S. ND'1FiI 00) L+t MAXIMUM &LOWME PAM U WIN FOR A QVW PCBRIIE RSA. DOM LOAD. L- MAX. ALLOWABLE PANEL LOWN FOR A DYED NEtiAAYE ASS. OEM LOAD. (2) PAOC A M t0 OE1OUK MAWN PANEL LOOM 774 CNWI A POMW AA0. DF- I LOAD. OETB66NE MINIMAL AAI8 LEM11H'L+• FROM SCHWDUL OPA N A NZQ9WE A.$.D. DCON LOAD. GRIBI IL MAGM UM PNML LENGTH 'L--• FROM aa•uen...e WIN. MAXIMUM ALLOtfARE PANEL LENOIM 4 EQUM M THE L�iN OEwArlm fWRL LBgN BEn1EF.N 'L+' AO 1 (3) WE SCHEDULE SUM FOR WN. PANEL U; I M FOR POROSITY aMLmZutON. - t MSTALAIONS Mro WOOD AM MN M TO :96 P.s•E MAX A.= OEM PpE'98NRLi RATNO * PDR MAX ASA. OEM UOAAS • MAX PANE. tEU40TlTS FOR 7114s s USED. Ik LOOM MLIN.DINB CODE Nan Hlph YYdoat low no Zone FJLL • 447 •2m aim `Y` 24 DACE GLLYAOM STEER. STORY PMEL ay 1 L E C O INC. �Ow- PROTECTION PRODUCTS, uc. N"'� ` i ! y�7 -•, ,Q c PRf1I PE!!RA ! OIMINMAB EOI/1W/ Am 2.9 of gnm �y I� lti • 4``'4� 1De AM. A Alt /twtl A WP6 /L 3=4 1 ` .�t.A.. mac 00000 -75w MR meque-sm 5-022 , R' Ntr-at0i7iW Mno A a r tlLT 3 OF H 4 ii 0 DAM I IM 0 i iIT ,a • 1 f►•! i IqFDi tXJ a WOW ANCHORS (SEE iSfiEOILE WOOD REQUIRED PANE. L.ENCTM OWN SHEET )3 Cr MAX. !/2- C.O. 1 RP1C QE4:.ti''.fT) � •! i i LMJ00 mciluRS 1 i - { 'xt%LtfF3w0 /r{ SRD X�jU t i i ICI; (%a NaAKE (IN SHEET 11) 1x6V._. . WAIT IWIOiNG NOE FMR COLUNAMON DE 1g:'T10,3 TOP & BOTTOM MOUNTINGS C`N sc COMBINED IN AKY WAY TO T01 ATY INSTALLAT.ON. 11f.a . t/4• on& (SEE solm AE ON SHM 3) s PANEL H 1AL35IDE So I ON(SROSE 1 SPAC I OF V 2' ED 1 I I L C EI ---; -- j t 1 1 '= t' MMx LONG ALUMINUM SPACERS • 12 1/2- O.C. (SEE TAKE /1 ON 1 ; j 1 PANEL LEM M (SEE SCHODMILEPAINS L I ON SHEET � WE EiIMLE IDOR PANEL MATE PLUS (SEE SCHEDULE ON SWEET 11) 1 MEL I �TNpp 1H1SEPAPATION I WOOD GLASS�� E I PLATE REQUIRED ON SHEET 3) * ALTER1,ArnF 2Mr T 1 SCALE 3/8r/" L'" f 12 1/2 D.C. SEE TABLE //1 MAX A;&0 ON SHEET 17 FOR MAX PANE. LEND*S ! DOW LOADS FOR THIS INSTALLATON. ED t� t WOOD ANCHORS L STAGGERED W/ SPA 'i (SEE SCHEDULE ON 1' MUL SEPOAROM TO GLASS INDICATED SHEET 11) ON STUNT 3 MAY BE REDINf ED To 1 4' AS LORD AS IHE FOLLOWING CONDITIONS ARE COMBED WWTH: x4• 1Y00D - TE REQUIRED (1) MAXIMUM NOEEDpR 1 ROM B �NE897RE (3) WARN STORM PANEL LENGTH IY 7L' (» SIM PANIM. 6 ONLY WOUNTM DI MOUNT INTO AN E05tM0�WOOD FRAME WALLWALL NATIVE (4) NSMLVMONLYY SCALE 3/9-1' . 2l 1 N�PE E� /9.6••06. Norkm. a 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSUURE RATING (p 9.f) AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 3 (DLCEPT FOR ALTERNATE 2W) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MU7/BI RS TO BE SOUrrERN PINE No 2, W/ SPECIFIC DENSITY OF O-W OR EOILAL - FIORIDA BUILDING CODE NI�n V010"efty NurYifmno Zone •aana XZIRA on 24 GALE GAWAN�9 STEEL SiORM PANEL Belief n. IL E C O INfT. GLOBAL PROTECTION PRODUCE. LLC. wa ` 1RNIFM a ONTXYPI' 400 LR N SWW 4INAL;aT-jL 'Aw -,aaW nocDsHa a Iisgw-ffm 15-022 90.ODOOM A-r rt -r m.O Era QYNOO Ifs momar A 4Y a - (YAMD ONLY FOR PANEL (DtHST&LA1TON5 AS PER SECnONS i THRU 6. ON SHEETS 4 & 5) MAX A.S.D. DESIGN PRtS'RURE {p.t.f,) VAMMAII ANCHORS SPACING FOR INN E.D. PER SCHEDULE BELOW AP Nk MAIMUM LENGTH I: (ROF MAX A.S.D. PRESSURE UHE 1M41M (p.aE) MAxmm AIICWIRS SPADING FOR MIN LD• PER SCHEDULE BMW APPLICABLE MAXIIIILf PLENOM {R') YAPIXUN SOLID -SET PA/83MAID PANNEtY10E ZAMW -NA16 N CAIX-N TAPCON SAID -SET PulaZfWMYC-IMWJN GflUl-N $ OF NEON •0 1O lD 10QQN%wjmx N 10 t T19N THEM•) W mmm A TO W 10 1D +46. -45 UOR 13' 1r_ago 13' '3' ts' 13' 13' 13' 2r tr 13' tr I (TOP) 5,� OR LESS 4'45• "'� 1O 465, -W 13' tr or or or tr tr 13' Ir /r tr tit 1 !OR ES fY 13' 13" 1.i 13' t3' t3' 13' 13' 13'T 13' 1r i {B611DM1} 13' IS or 1r Ir 13• is tr tr 1r 13' 11 1 1 (EDTGNN) 13' Y3" 7r 73' tr 13' it Ir 13" 13- 13' 13' 2 {TOP) ,r 1r it 1r or or 1r 1r 13' or 1r it 1 2 (TOP) 13' 23" 13" !3' tr 13' 13' 13• or 13, 13, Sr 2 (6OII77M4 it 1r 1r 1Y or 1r or 1r Ir 1r 1r 11 1 2 1HOTTOM) 13� FS lr 13• i]' 13- 13" 13' 13• 13' 11' tr 3 ) Ir 1r it 1r 13- 13• 1r 1r it tr 13` 11 1 3 (roP) 12 1/2.1:i 1/2- 6 1/4- 6 1/4' 12 Ij2 12 1/ - - 6 1/4' 8 1/4' 3 (00170M) - 2 1 12 1 6 1/4' 4 1/4' 2 1/2 2 1 - - 6 1/4• 6 1/4' 3 MTM&Q a' 6• S' r r 6• 7 1/2` 4 (TOP) Ir 5 1/r 6" !r 8' 4 1/2' r!• 7 1/2' 6' 6' •' r 4 (EDP) g• - 6` _ -"' S'• - 6' - 6' - g' -_ (BOTTOM) 6' - >3' - 6' - W - g' - 6' (WtN Ir 13, _ it 13" 13' 13' 13, 13, 13• it tr 5 (TOP) tr 1r /r or Ir or 1r or 1r Ir lr 1 1 Rm3 13• 13 13' - _'.r 13' L?" t3' is, 1$' 1r 13' 13' 13' S (801TOMQ 13• 1r tr or or I3' 1r t3' 13' t3' 1S' 7 1 (BORI06Q 13' 13' 13" _ 1r 13, 13, Ir 13, is 13 is, 1r 6 (10M _ tr or 1r or it 13' 1r 1� 1r 1r 15" 1 1 (TOP) - - !"1/4 6 T 4' 6 1/4' $ 1/4 - - - - 6 1 4' 6 1/4' 6 (BOTT.-) - - 6 1/4!' 6 Ile 6 1/4' 6 1/r - - - - 6 1/4' 6 1/4, 6 (9017- FS• T 13' W 1/2'13 ?' tr Y 7 1/2 5 1/2 tr 4 1/2' 1 (TOP) 1 TO 14''4' 13' 6' or 13' 13' 8 I/Y 13' 6 1 9 1 6 M/Y or 5 'Ir 1 CMP) M70 tS' T 13' X3' it 9 1/2 13" 9 1/2 10 1/2 7 1/2 lr S' I (BOTTOM) it 7 1/2' 1Y' or Ir f0' or t0` 11' w1r 6 1/r 1 �DitOY) •3' _ 5' �TW 13" 1c 112 fY r 13, r 7 f/2 5 1/2 tr 4 1n' 2 (TOP) 13' 6- 13- 13- tr 19 1/2 or 8 1/2. 9 1/2' 6 1/2' 1r 6 1/2 2 (TOP) f3` f3' 13' 9 1/2 13' A i/2 10 1j2 T 1/2 tr 6 1/2' 2 (BOTTOM) 13' 7 1/2' 1r tY 13" tQ' 13' 71Y 11' 8' 1r 6 1jY 2 (Wa+'OMO 13• 13' 9 1/2 IY 9 1/2 10 1/2 7 1/2 13' 6 1/2' (NIP) 13' 7 1/2 /r 13" t0' or 1G' if' 11* r 13' t QOP) - - 72 1/2'?: 1/2 6 i/4' 6 1f4• 2 1/2' 6 1/4' - - 6 1/4' 6 7/4` 3 (BOTTOM) - - 12 1Ir 12 i/2 6 t/r 6 1/4' 2 1 12 1 - - 9 1/4 6 1/4• (BOTTOM) 7' r r 1/Y r 3 11r 6' - 4- 4 1/2 3" 6 1/2' r 4 (TOP) 4 (BOTTOM) 7 1/2- J' e r r 4- 8" 4• 4 1/2 3 1/2' 6 1/2 r 4 (i0P) 8' - 6' - g' - 6' -• 5 1/2- - 7 Ilr . ' 8' - e' -• 6' - r - 5 t/Y - 7 1/2 - (BDTOOM) Y it 1J" 9 1/2' 13' 9 1/2' 10 1/2' 7 1/27 13" or %,W) 13• 6 1/2' it 1r 13' IW tr 10' 111. b' or 6 ij2 (TOR) -Ir tr 7" -L-Ir f3' 13` 13' 4 f/2" 13' 9 1/2' 10 1/ 7 1/2" 1r 5 1/2' (BOTTOM) 1r 6 I/2 1r 1r /3' 10" or 10• . It' r or • 11r 001100 /3" t:? 1J: 13' 7' 13' Y 7 1/2' S //2' SS' 4 1n' (TOP) 13' TY 1r tr 13' 6 1/2' 1r 8 t/2 W 1/2' 9 1/2' 1r $ 1/4' B 114' 8 Lj4' 6 lf4' - 4 1/4" • 1/4` 6 (BLYCR.") - - 6 1/4. 6 1/4' 6 t 4' IS 1/V I- - - - 6 1 4' 6 1/4' 6 (80Fi.'•) SEC s w I I FOR AKS m TPE a ;PAC44 FOR t60LLAXOAS INTO ROOD PWYE BD m". • LOLIM ANCHOR 9PACIPM AW 1040LM FOIE DWAICE AM fAOCATD ON NHS SCNEDUF FOR ED •I UM :WW 04WAM CN SCM)kkZ 991AK2 ANCHOR SATC1c BY NAIPMTN9 WACM SI'100I Co' SOiCKIE BY THE FOt:.OWNO V.1MM MR DO CPEIMM 10 N P'OTNBLE REDUM WYAM OWAVED JsVW3 JW," STALL M1 W TES: RAIN Me" SPACING NafNFD FOR EACH ANCHOR 114E ON M X ANCHOR TYPE -mE- w" f/4's - SWO-4t1' vr0 t/4: i/4i t/4•s P"6M4E R"NAIOF IV#" ANCHOR SPAC4O (w) 3 a 3 a Y 1/2' 2 1n M18eeAltltlia6f E G.) ! a 1R- r 3 3 ttA' 3 •tSTA1lW I.Q1 ACITUAL WOE ORSOYKE O.} FACTOR I O.WI 1 1 �- 11l9 t.al -- t.OD tAO • A+ SF;ACjNGS flNiY V4Li0 iW'� N SP/k'V@IS USED. SEE t 01 FOR WX AS.D. OADS h hLV, P1u4F- iE4=C ,S OiEN SAACM ISLSEJ. Td LAL A A.S.D. DESIGN LOAD LEIIGIM�- 40 PW FAIR LESS 6'-B" > 40 PSF TO 50 PSF > 50 PSF TO 60 PSIF A MAX PANEL LENGTHS ARE OKY VALID Iron INSTALLATIONS W/ SOLID SET ANCHORS ! W/ SPACM AT 12 1/2' D.C. FLORIDA BULDINO CODE Nan High Velocity HuMoOM Zone) valfa RULSTt eAz 24 DACE 6ALYANI ED STEEL. SRO#• PATEN rAel Dow W. IL E C O INC. GLOBAL PROTECTION MDR. LIJC1 41106 Sa a $War OVAL FL JIM" m016 oboam-7sw FAI ON)NN^UW'1 •T/l a 1s as i i i i s Ataa. pW9 aN-ma . a, IOC o- 15-022 aMlrf w Oar t- -r Ism MILM9A W A1- 4Y 4FAV U - - sw t m t6 - ^S^-'H ^W W (D �. W O }`W 4) CL ^^� CL Cn .O O .� 0 C) CIO L CL 0�. .� Q C aE W (D rC CIO 0 CL CL U CU i.. U � CIO W LUJ = Q Z Z Q J a SHEET NO. SH 1A WW ONLY FOR PANEL(31, INSTALLA11ON5 AS PER SECTRW 1 rM 6. ON SLEETS 4 A 5) A. e n DE" MAN NIUM ANCHORS SPACNC FOR W E0. PER Spmu 9ILOW APPUCABIi TO swim MAXIMUM PANEL LI N "o (R) MAX A.S.D. -DESIGN PLUM ftymFEMME � ) MAXIM M ANCHORS SPACING FOR MIN ED. PER SCHEDU E BELOW APPLICABLE � L' OFTHEM00 MAX9A0M tftiG11! SOLID-W FIA ELMATE FEMME HD PAN I = ZAIMAO-NN.N EAUf-M t � TEEM TAPOON sma- ET PANIUMPANEL ZAMACC-WdUN CALK -Mt A A A A A A W WCaNISEIR W W W : Abdr > �� +75. -75 13' 11• 13• 13' 13' 13' 13• IS` /3• tr 13' 1C t (TOP) sOR LESS �-75 +11$-Il" t3` e' 13' t0 1 ,3" e 1 ls' a i/Y 7 , b 1/2' 13" 4 tjX i (1 sOR LESS 13' If- 13' 13' ir' tr 13• tr la' Ir it 10• 1 (80T1011) it a 1/r it tr it 9' 13" 9' 10' 7 1/r it e' I (807i0N) Ir 11• it it it tr it it it it it to' 2 (TOP) 1J' S' it to 112 or a 1/r IJI 6 1/2' 7 fjr 5 1/r IY 4 1/2- 2 (Flip) it it" Or 13' it 1S' 13• is, 13" 12' IS•' la• 2 (BDiTCM) 131 r it it Ir 9 1/2• Ir 9 1/2• 10 1/2 7 1/2' it 6 fjr 2 (901110AN) 13• if' 13' 13' 13' 13' tJ' iJ' 1J' 12' 13' 10' 3 (TOP) Ir 7' I-r it iS 9 ilr it 9 1/2' o 1/2 7 1/2' 13" V 3 (iop) - - 2 11r 12 t 6 1/4 I 6 1/4' 12 1f2 2 1 - - 6 1j4. 6 i/4' 3 (B0N1 W - - 12 I 2 1/2 If 1/4• 6 1/4' 12 1/2 6 1/4' - - 6 1/4' 16 1/4' T (90Ti01f) K Y 9' r !Y a' Ir 8 fjr r 6' I a' 14 i/r 4 (TOP) 7' 31 a• s 1/r 71 3 I/r aY 4 4 1/2' Y 6 fjr 2 1/2' 4 (TOP) tl - 4 - r - 6' 6• NY - 6' - (N3ORotA) 8' - 6 1 - 8' . - • - stir - r - MOT1ON) tS If* 13, it it it 13' Ir /3' t2` it to' Crop) Ir a t/r it 13• 13' r Ir V le 7 1/2• it 6' (TOP) tr it• ,r` i3' l3' it & IF 1Y it it t0' OwTmo Ir r 13' 13' Ir 9 1/2' tb•' 9 1/2' 10 t 7 1/2: is' 6' 5 (Wnw Ir /i' it 13' Ir Ir Ir Ir Ir 12• W' IV a Ir 5' it 10 I1r it 6 1/r 13' 6 1/r 7 i/r S Wr /3' 4 1/Z' 6 (TOP) - - a 1j4 6 1/4 8 1/4" 6 1/4' - - - - 6 I/V a 1/4' a (80TT.4•) - - 6 1/4' 6 1/4• 6 Ij4 6 1/4 a 1/4 6 ilV - - 61/4' 6 i/V 6 MOTT.-) IF 7 1/2' 13' 13' tS` t0' 13' 10' 11' 6' t3' a t/r f CHOP) �,�• 1D B'� it r' r tot it 6 ij2' 13' a 1/r 7 1/2" S t/2• it 4 1 ' t (Tap) �• - 1O Ir 7 1/2- Ir ts• I it 10 11r 73' 10 1 1 J1r III it r 1 (9011113) Ir a fjr 13• Ir Ir 9' it 9' fir 17 tlr it r t (so roY) it 7 tjr Ir -ir I it IV tr t0' it' >r ir Is I/r 2 (TOP) Ir V 13• ICI 11r 13` 6 fjr it 6 t/r 7 I)T 15 1/r t3' 4 fjr 2 (TOP) 1r 7 t/r i3' t3' it 10 1 13' 0 t 1 11r r 13' 1 7' 2 (BOTTO9Q tr r Ir it Ir 9 1/2• is' 9 1/r 10 I/rj 7 t/2' Ir 6 1/2*.2 (BOTTOM) 13" 7 1/r IriT f3' 1 tY 0 i t 4 !Y 13" r 3 13• r 13' tY IS' 9 t/r tr9 1/2* 10 1/1` 7 1/2' Ir or (TOP) - - 12 11r 12 1 9 1/4' 6 1/4' 12 1/r 6 1/4" 16 t/'r IS 1/4' 3 (TNOTTW) - 2 i/ 2 11r 6 1/4. 6 t/4' !!_I 6 1/4• - - 6 Ile 6 1/4 3 (Bono) 7 1/r 3 1/r e• r 7 tjr. 4 r 4 1/2' S' 3 1/r r r 4 (TOP) 7• r r!• 5 1/2- r 13 !/r 8' 4 4 1/r Y 6 f j2. 2 1 jr 4 (TOP) V - Y - lr - e• - 6' - e• - 4 (90111014) 111 - 6 1 jr - e' - B' - 5 1/2' 4 (BOTTOM) Ir 7 112' 1r 1S' it 0 1 13' 0 1 1 1 8• is' 7' 5 (TOP) ur 6 1/r Ir IS 13` 9' Ir 9' fir 7 1/r it Ir (TOP) 13' 7 1/r it Ir 13' 10 t/2 13' 0 4 1 1 8' 13' r 5 (BOTTOM) 13" 7' 13' 13' 13' 9 1f2' 13' 9 1/2' 10 1/2 7 1/2' f3' 6• s CBGTTaEH) 7 1/2' tY 13' .r 0 / 13' 0 / 1 1J2 6' tY r 6 (mP) 1J' S' 13' ts' 6 / 13' 6 t/2' 7 1/2' S 1/2' Hs• 4 1/2' 6 (TOP) 6 1/4 6 i 4• a t/4• 6 Ij4• - e If4' a 1j4 6 (BORE a 1 4' 6 1/4' 6 i/4' 6 t/4' v t)' f 4' 6 1/+' 6 (B0R!') SHE OAT 1t FOR ANCHORS TYPI E !FACTO FOR 10169iDAAN16 PRO HOOD FRAME INALANA. e WOW MOM S OOM MO WOW EDGE O UIM ME 01010010 OR wO 9C®IRL FOR Ea LSS IRAN IOR38m ON 9019018E 190im MNC10N SPACER; IN M UIPLI90 gme SHOWN ON SCHMLE IN im FOAMING "Lim. FOR INS OPOW MTN A E POLL 011101 SPACING 011110® llaltc FNL90R 619LL NOT E I= t1MR ENVY SANG 9 BO MM FOR FACT MOM M am no SCHUXAL ANCHOR TOR We tj4% We 1/4's 1/4ti 1/4-0 iRA1RE tN1a41 GG14-.i MINIMUM ANCHOR 9MfJB Oe-) 3 i a - 3 x I/r 2 1/2 t1�WnTiW NIOOt 3 a l/r 3 s a,/r a V3' a t/x a Ili' 4 AMIN . B/E OTBaI� fAL70R 3` a9r oar - t bo - aE1 a - l.A tAO - lm trio #+ SPACIMM ONLY Mm WHEN SPIACETN 6 USED SEE 1 FOR MAX AA DESIGNt QADS Nk LAX PANEL WHEN swm IS USED. f/4'e TAPC01� Pa1NEo 1/4-0 TAPE Al!IptOR O 9•' O.C�M OR ANCHOR • �, c-o"W EIE BLACK I 1• iFmt. 1 PMiL UD CNH 1' MITI. 1 ommm Off/ SIEII 2)t 2'xe PLATE » POURED : OR �SIM 1' Mh iEPMeata TO AUL4S. ILI MAX PANEL. LEMM (SEE 8241j10N ON SHEET M N LETS A i 19 FOR ANCHORS TYPE a SMO C flow 1R®ILLAMM WM wee, 1101E 1sk>AR 1Nar A1N310R >eAMN me mmmm ERIC 01601ROE ARE - ON 7MS snMnse FOR EA UN8 TIME INEESAIm ON SC ER" RE= now SPACINGW 1NLDAIIIO lrogow mium ON SC ECU E Of THE FMUN FACIe'M MR THEM OP9010N A 6E PDSMF iLD11tr1sD SPACES 0099FD usm FACTOR SHALL Mw SE USE IMR WHOM VACM Ilpglm FOR EACH ANOINT 411K OR ffi SCHEDULE NOO 1Mt 1/es wm, iMYL /MOIOr WNW 04 3 OMaIU 04 an1rMW Oro, 0Mi w 3 3 M71R NE �R IRON I t/r a3e 2 ITC On F an t/r - WALL MOUNiNJGS SCALE 3/8-1• 1. INSTALLATION ARE ONLY VAUD IN MAX. ASD. OESFGN PRESSURE RATINGS (p.s t) AND PANEL LENGTHS AS PER ELEVATION ON SHEET It 2. FOR PHEW WOOD FRAME CON5IRUCnow WOOD MEMBERS TO BE SOUTHERN PINE No Z W/ SPEW 006" OF O.SS OR EQUAL 1 VP' o- 2 x4• PLATE 7dom lL A AS D DESIGN LOAD i1100M PANEL Lfl'161H 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2. > 50 PSF M 60 PSF 5'-10• A MAIL PANEL LENCiHS ARE ONkY VALID FOR INSTALLATIONS W/ STOLID SET ANCHORS do W/ SPAR AT 12 1/2' O.C. FLORIDA BUILDING; CODE MM HI h Velocitylh3Meano Zone) eam 7ARM in 24 GAGE GALYMRZED STEEL STORM PANELFAL IL E C O INC. GLOR& PROi MON FROM . MOe 1l a t� O A L FL 33314 OHM, , (W)U1,461a na1: Abe,-e7e7 DOM" ISM i i i lA rrr •I1lL A sAr Ar.r : PM tit. Ar r P,Mm. 13-022 OL1191m Has ew r r sw art l9LTE1F A fIF t PE W el.,o # SAW fe OF 19 IN ION I a \�GEE3fS�` • 4PLI FLORIDA BURDNIG CODE Nor h Veloeft Hurricane Zone) aEyr4157- � s Tea . y'~Rom, �[5+ 0mc, V7 es"s AL G ,#t 1L ECOINC. p cm jw Ar.: P�I)�� ildoe A I/LY101 A ArA! rE0=# 24 GAGE GALVARNZED STEM STORY PANEL FAAto El, . E'liOiECtION P[tODt1CT3. t1C, 1E60 L 61 O14 6Ais. F4 333/4 rFldEl (66#„r-78i nGA p6#jM►a7e7 15-022 OWN81G Mc[ wr welw ws acs IraMliAi - Saw t9 or 19 1r1r ! e1i : _ i a :., • : ► O' 1. i : � 41► ►r (9 i e e I '� i +� i- ` 111 Fm MAX. AS„D, DESIGN PRESSURE RATING f MAXIMUM ANCHORS SPACME: FOR F-M - AS SHOWN ON SHEETS 6 M1 7 APPLICABLE To ALIERNIANVE! TKAI � '�i MA)Q" PANEL LEIV TAPCAN LAG SOP" � P �� WOOD 8USHN G 13" 13" t3• 13' i3' IS, (TOP) 13' it 13" Ir _ t3' iw (Borrow) A Ile 4'A. 6 l/2• -6 6Ijr 6 ij2' CROP)- sOR _. _.. VIV 12 lIr -. 6 1/4" (wrr 8' )' 9" 8' - (Top) LEES e` a' 8" a' - (BOTTOM) W' it 13, 13, it (POP) LESS 13' 13' Ir 13, (BOTTOM) 13' 13" it 13' 81j2' lT 15, 13' 13' 13' fi" tw a+pi>nn 6 1/2- 6 t/2' 6 t/r 6 1/2• 6 1/2" (TOP) - - 61/4' 12l1r 61/41 Y4 i12' e 6 1/2" 6 1/2' - M" TO 4 t/2' 4 lIr 7' 311 (60TTCA) t0 Ile 1f2' 12' IV 4' (Tap) 13, t3' 13' 13• 9 1/2' MAX. A.S.D. QESIGt/ PNATM EE (P.s.f.) HAXaIUY ANCHORS SPACING FOR E.D. - AS SINOWN W4 SRMTS 6 t 7 E To f A If OF THEM MAxwum PAN& LENGTH 00 TAPCON LAG SCREW PAIELMATE FEMME ID PMEL.MATE PUNS WOOD AFSING 13" 13' 13" it 13, IS (TOP) Ir Is, 13' 131 8' IV (BIT * 6 1/2• 6 Ijr 6 tlr 6 1/2` 8 t12• 2W CBEs) - - 6 1/4' 12 1/2' 1 a 1/4• 2e (par-) 6'-O• 7- 7 1/2" a 6• - 3w (Pop) aR 1.E55 7 1/2- 6' E' 6` - JR (BOYfO1Q Ir f3' 13" Ir 13' 9 M '•45 m +75, -75 13, it 13• 13, t3' 41Y (4Om4 13' t3• 13. 13" ,O' 1 13' 14, 13' 131 8 1/e 19 (suno Ej > ,� 6' 1/2" 6 1/r 1 6 1/2" 6 I/2- 6 1/2' 210 OW) - 6 1/4" 12 1/2' 4 1/4' 211 (RIOT:+) 4 1/2' S' 7 1/2' 7 4/2" CHOP) Y-5. s' 5 1/2• 8' 6' - 3) (60TTON) 13, 12" 13' 13' S t/2' (fOPy Ir 13' Ir it t4" "7 •#' i ►3."#' #.. ♦,.Is. .7 ,. S. Ma` 5,-•Y.' �.:.� }7 #' ! 1.9.. k ♦ ,4 _ Ia a �. ~ �. 1/4'e TAR AACHOft 4 JmL it A A.S.D. DESIGN LDM WWII" PANEL LENWH 40 PST' O2 LESS Ni' •8' > 40 PSF TO 50 PSF 8'-2' > 50 PSF TO 60 PSF W-10' A MAX PANEL L INGYM ARE ONLY VALID FOR 44STAUATIONS W/ PANEL MATE fpIALE 10 OR PANEL MATE PLUS ANG 4M M W/ SPACER AT 12 1/2' O.C. ' L t •. v� q^ Tt ,,.. �'•'� o' "' p ; &TA ,' z s` ` erns aso2l a e rAlarr:rsMMrAb/ewsLn #-..r! #b.lel.N-r !8-CSKIFIicFV P.L 24 GAGE G&VAiNIM STEEL STOW PAWN. cxmwlFl Gr GtOi3Ai. EFiEaTEct101�E 1,10DUC S, Ells. MCC M St SIAET 1s♦t n sct# tatPMc ,s+)NO-734a rwr. 03000-orris �:. 15 022 L4WAwc «,< .c,. se.... j«.I ter. rr.lr 45s > wau4a" # 9MEEi t1 or to tf4"s TAPL:GDT_,�_ PO4lRJdl ANCHOR 4 !r O.O. C37FaC67E bR >l all' } 3• ILAx 04) -_..,._.......�rypi (SS SEC11aN5 E ALiERmAXWOS ON SLEETS u. 14, is &16j• R-13, R-2A/13. R-3A/14. R-16/t3. R-20/13, R-30/14, 1* U `1A/R-tAw/13. R-2AW/15, R-3AW/16. r1ol- R-16tN/1s. R-20*/13. R-38W/1& r- � 1 • { I { P !!! i 14 9-20xt" i (IJSE i 5.3. 801TS FOR PANEL iFAPGTIN OVER 7'-o WA`I 1 ' i REGULAR ST AMEL t I f j4'r-2a,<r SS. Dais W AT LA, -- C-S 6 +46A. -40A PA.E (W/ OM PLAP f@ PA NL1 L)16TT!{ BOLT) 7-e 6 +wA -154A P..t. WO "Lop tm PA1U LENGTH 800) USE r-C MIN. PMEL LOOM AT ALL MOUNiNIS 1 EacATo 0 1,kE sAFi::Y - PANEL. BOTTOM CORNERS o _ *' *114 NUT AT %AYT PAI.0 NUTAT RIGHT PANEL 3` T INSTALLATIONS ONLY V14JO FOR MEND i 1` Inc R•-1A/13. 0--2A/13, iF-3A/t4. R-16/1'.;# R-20/135, R-30/14, 1• MR SPEED UP TO 140 nUP.h. R-TAW/15. R-2AW/15 R-3AW/16. R-iBM/1s. R-28fN/MJ. R-,!M!/1A. (,.__�._._._.._-..�_..._.....____._ .-..._...,._,.....-.--� (SEE SDaKM E AE,TERMATAk5 ON SHEETS 13. 14.15 4110) 1/4' MAX CIW UEE STORM PANEL 6) ELEVATION (t) r�_REGULAR STORM PAWL -SAFETY 2.667' SCALE 1,/4,-1" (+E+� O.'FRAP -i 19)M,Eii lA'1.tEYj �� If@ SfORN PAAELLI LIFE SAFETY PANEL �'- C':::: •::','4/ry4y FLORIDA BUILDING COS 00pa High H1A1•AOCR" Zen) r u. alwr N • : DMIOR F :z e2ma A11 m Mm 24 GAGE GALVANIZED STEEL STORY PANEL ` SECTION A -A SCALE 1/4'-4' ��Q'•. •• � 14y; w A 1N0ow E ComoO INC. zamOMIt�lt ATM al► i. #► a1w MINI sl�RF /♦-r I PAOsv�b�F sr-wr e t61tAP A Ett/r fi ! ACT" , r. S331a FI1xFC La#1E8i-76I6. FAt (iEtilEE-fla7 AR r sM eM� Aw m Mi' - Ar 15-022 Owmw Me t919ET ix ttF tt i♦ l ii l� �� ► ► iN i6! 'y i ►_ _ B1ILT:Ef �\ti�t*trJ•R ill P9:# T1IPOOAI R09.O.C. H L' Ij v MAX 1 m1e61 aEt r 4) "" a 1 1• MAX f 1 iBai/ ass n PANEL E WCO 6` FsANfl LEAlEVAMOl 8 Q.,,�.__ _A____-__ ._eL .�u PANEL LENGTH B £tA4S. A 7i80N d----=�xT� (LENGTH @M"^,�""'1I_._.____ .`.....- 6' On HOST I2) INPAW (SEE I ON SHEET 121 ON 3 s y' SEE OWS is R 16 FOR A1tDOM TWEE SPAR N: FOR x#sm"Dols wm FIRM FRAIE BtALosm 1M " ANCHOR SPACINU AM tO9M 8" MOMOE ALE 14+1CATm ON 1H63 'SCeLIME FM EA. LEM 11" ANCHOR %PVCMBYmCON9C SAStaED" BY TIE FOLLANNO FACIORIL FOR DO OPERAM N TO E POSSSUL 1 EKM SPMBb C6TAINIM 1MIN6 PAL'1aR SMALL War BE UMS THAN lwOAAI SPA014 0010%ft FOR EACH m4mm TYPE at INS S13HDa F 111Cl4R, UK Iles Ile e 1APOW F1,e3A,eF . Imam wmmA m 1 ACM 00 a 3 ommmAA93M c�we.0♦J a 3 + fW al.ela.Elwc paI 3 3 IA ACNML llEfic /TWILL � iFlJ10R t 1/2 1135 - a• coo f 1.16 EZt/18, EZ1w/16 Mm • Wn. _ a (SETT NOTE 2) ei4x�1' si OFt� ANCHORS SECTION M E ALTERVAIM UiW ON SHEET 2) !G sI ' T��•:_,Mal. -�3 L I 1 i t 1 I. Imo• 1 1 I i t I I_ I_ I_It 1 11 11_-1_ i 1 i_ 1_ 1 1 1 1 1 It IV I 11 `I I Icm1 d [ (END PANEL). (MT6R6 PANEL) (INTERIOR PANEL.) (INTERIOR PANEL) (DO Pam) '..MR. SEE NOTES 2, 3, 4 SEE NOTES 2, 3, 4 r-a` MAX. Hie tK 1k 1N y{c PANEL40. W. --. PANELS w/ I140-201t1' AS 806T5 W/� 0 FA OVERLAP (S I7SE APPLICABLE) J. 3 .J- L �l N_LL (11tL-i )- L _J_ILLA L 1-L1L1� (_L1..)J1 °L� J_L1 1:P e s e s e ° ♦ r blot. SEE NOTE 4 r Alms. L- 1' A4n. -.. f�1L.. +.�A 1' I6n. Ifto=w-- � '�/jrlf �f�] ANCHORS 3 (SEE SECTION EZi Nt ALTERNAIM EZIW ON SHEET EZI/18, EZi W/18 M CAP HurTcans 1P LAST pm*L® TO BE ,NsTAt.LPa'3 AT EACH OPENING SNNLL ALWAYS BE I PROVIDED W/ REAR :VNOLE TO FACILITATE INSTALLATION IF NTENOED TO BE TNSTAu= FROM INSIDE OF STRWTURE. (f). DEPINHTTON „ Tj ffi; E-Z NANO STORM PANEL SYSTEM CONSISTING OF PANR9_ + Cant TRACKS TOP k BOTTOAA. (2). END PANELS SHALL ALk/l��YS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 8 LWS SHALL PROVIDET) AT TOP OF S£SC:^1 PANELS (3). IF END PANELS ANC CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4•O-20x3/4' M.S. w/ 7/8"ex3/3r WING NUT OR '1/4'extif'/4' We, TMINBSCREW NTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS WAY BE AT OTHER OF TWO EXTERIOR FLAT FLANGES OF 00 PANEL.. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TOBOTTOM TRACK (i.e. A STT)P BAR LS ONLY USED AT TOPj AT LEAST TWO PANELS SHALL� COTOYECTEO To BOTTOM TRrK;K USING SPEC^a INDICATED ON NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OOCUR AT ANY PANES. LOCATION. t UNSIALLATIONS ONLY VALID FOR WHND SPEED UP TO t40 m.p.is. Hurricon0 �(�,�E2AiEVE R LAW . a_aOl..•"^ � �z(tEA$ PAIiEiS 0 LIFE HEI. WALL MMIMM SCALE 3/6.1' PISS: 1. RNSTAUATKNN AM ONLY VAUO FOR AS.O. DESIGN PRESSURE RATINGS (p.x.1) AND PANEL LENGTHS AS ?ER E.KVATIQA ON SHEET 12. 2.:OR NEW WOOD FRAME CONwSTRUCTiON: WOOD MEMBER„ TO PE SOUiI c'104 PINE No Z, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TAPrXlN 21x4• R 4 r O.O. PLATE REOU9 F "A ` +,......: 1)C�+ `'' • ALTERNATLVE R-ANE � L.IFE SAFETY PANEL WALL MOUNnHas SOME 3/11-1' FtARIDA WILDING CODE Mon Hloh Voloelly Huroh mm Zeno) �4 1 k ` PL .ama Wasn Are NIL EC O R /Ne. 24 NA16E GALYA)�ED STEEL STOE81 PMEL oFwM 9n AROTECitON PRDDUCFS, LLC. Sore n s,S° t4ttllE 664I1w'-764I• FAfi 014)bF•611f esll2/ts altto eMAN T=wm Row,,,Mw4eirEa < eA.lu +r ae . vA-0aGn/e" lsa 15-022 g11M6M r1c es r ♦r r re r a e # - - 4 owl to Or is i ` i � 1 4 t. �� i► ►, ! � 1 l y ala l �i i NDiEa: # MN. PANEL LOW04 I. fWAIiATTON ARE OtILY VA D FOR MAX. A.S.D. DES" Sl(ALl BE Y-S. PRESSURE RATING Y/- 4C'.G p.r.F. AND S'-0' MAX PANEL LENGTH. 2. FOR NEW :WOOL), tME FRACOtiaTriliCillT WOQO MF#HWK- TO 3E SOM ERN PINT: No Z w/ SpECEI: DENSITY OF 0.55 OR EQUAL.. s WALL MOUNTING ALTERNATIVE EZ1 W SCALE 3/8-1• r. FLORIDA BUILDING CODE Hon YEloc IN1rTtl akN Zane .stirs OMe4 Aw 24 GAGE GALYM M STEEL MM PM(E L •aN oHv1nA Gr: & l`WTEC" PND11C1=6 = I I L E C O �$ ' HNC. #90D !3E 91 33mw ORIE R. ssst+ 4+ on, R►D 1 .v` eAl .IR +e. i Noel eIMrL Al A- F1II! , fsv eF 11w FIDE (664�66-t6aR FI66 (rb#yr am 15-022 op-C6G071s OrlrlNa err !rM i r rs,eeAl ♦A1 + - - tr1Ms to OF IS rIILRR A AB ♦ RE N (D Cl) m N �--+ 00� Q O 2 C CU -0 O O W C O U_ CIO O CU O > CIO ii 1✓ J Q Cn �a _(DC_ U) CU O (D �J ^^O I..L U � m LU Q Z Z Q J SHEET NO. SH 1,5 LY■r`IV111 ALL AMERICAN SHLUTERS AND GLASS 22ga & 249a GALVANIZED STEEL STORM PANELS (NON-HVHZ) WIDTH U umirlt91 (PEEP. TO PANEL 9WIN) TYPE T T AS ROW)(COWRCOTyp TYPE AS -}- . Y4"-20 HM SILTS WITH waST+RIeM ^ OVERLAPS O MIOSPAN (USE APPROPRIATE SPAN TABLE) PLANVliW A_Jill' r � 15r J , SOT" NOIRNT ,i (DDNN TYPE AS REWD) TOOED. 1• a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 NTs. EavATloa TOP 140MT UTM AS ) (SPAN ABOVE BOTTOM -�--OBSIRlICTION (LOCATION MAYVARYj TT1P MIWBNT lmax (SPAN BELOW PAIRS MAY E NOTCHED A$ RBQID®, Ommm S4'-20 STITCH PROVIDED TAT ODNfECIONs AND BOLTS WITH WASHIRED Alm ARE U6® WM[N SATISFY WENGIMS FASTENED O SPPANS MOVE & BELAIY t)Bsiq{RiDON. OVERLAPS; O MUO6PAl1(U5! APPROPRIATE SPAN TALE VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. BEYAI'IOR ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: SPAN SCHEDULE: 24 GAUGE PANELS Z2 GAUGE PHIS SPAN SGHEDULt 1NV I t5: 1. BITER SPAN SCTiROIRffi WITH NEGATIVE DESIGN LOAD & PANEL FASTBRER SPACING TO DEiEMDNE VAaMIM ALLOWABLE SLOW PAPS SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL AL TO we"TM D!$ON LOADS. 2. •PANEL FASTENER • ARE STUDS USED IN tCPOUNCIION WITH ALL MDIMTING EITRIlSEM ('P'-TBACK, STUDDED ANH W, ETC.). UN aZ' O.C. PAN& FASTENER SPACING TAKE VALUES MR ALL. •HF'- AND "U•-iIFJIDEl4 (IMCSAiHU BRW,D OUT CONOMONS). 3. LINEAR INTERPOLATION BETWEEN LOADS iS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS O 6.r D.C. GLASS SEPARATION SCHEDULE: 24 GAUGE PAIRS MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES SCHEDLMFS DESIGN NOTES: POSITIVE TIVE AND NEGATIVE DESIGN PRESSURES CALCIAATEp FOR USE WITH N THIS SYSTEM SHALL. DE CE WITH THE PER SEPARATE ENGINEERING IN ACCORDANCE W[M THE 9 'IN � AAIW CHAPTER 1609 OF THE RORI3N1 BUILDIMx CODE PITH EDITION (20143 SHALL 8E LESS TH/W dt SQWL�TIIE VALUES LISTED NEMIREIE DER, AN PRE�kL AS VALUES LISTED FEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: MINIMUM STORM PANEL SEPARATION FROM GLASS (WAD ZONE 4 & ESSENTIAL PACIIt1ESl POSITIVE DtSU1Ti PRESSURE EP5F} PANEL SPAN TID16 INSTALLATIONS MIS THAN W ABOVE CIi ADE INSTALLATIONSHNIMHUM GREATER T4A 3C ABOVE GRADE +30 7.85" 1.i7' 7.a5" 1.67" - 1(r-T 7.85" 249". 1x4r 7.85" 3.48 " +40 G1 w 7.05" 1.22 9'-6" 7.85" L90' IC-S" ?AS • 3,03 " +50 7.85 " S"4Y' 7,85 " 2.12 " 91-C 7.85 • 2.63 " +60 V-w 7.85' 1.33 +T0 7.85 • 1.391 7'-10" 7 2.13 " +BD 6"-0" M ' L45 " 7'4" 7 L49' +90 6'-0" 7. " LSO " 6"-11" 7.85" I". t200 F--V 7.8S' L56" 6'-r 7.ffi" 1.81" •'gip !r�;,�,,���`�'_...''��. E~t� GLASS SEPARATION SCHEDULE: 22 COAM PANELS Mum" STORM PANEL SEPARATION FROM GLASS (WIND ZONE 4 a ESSENTIAL FACILITIES) ) POSITIVE DEIGN PRISE (PSF} MAXIMUM NNE. WAN INSTALLATIONS LESS THAN 30 MOVE GRADE INSTAIJRE01'I5 GREATER THAN 30' MOVE GRADE +30 v-r sm. 1.13" W-W sm. 1.44 " 101-W sm. 1.84 " 17-C 5.85 " +40 6' -0• 5.8s " g-V Los I 1,59" 1C-0' 5.95 " 2.12 " 17-r s.851. 3.90" +50 w-0" 5.8s • 1.22 • V-6• - sm. L.74' la-(r 5.95" 1,010" it -I" 5.85' 3.99' +60 W-W SAS" 1.26" gam" 5.05 " 1.99. 19 r 5.ffi" 168" Ir-i" Les" 3-14' +70 W-W 5.ffi" 131' W-W $.a5" 2.03" 19-3" 5.95 " 3,17 " +80 W-W 5.95 " 1.35 " _ W-6" LOS " 2.18 " r-r 5.85 " 2.69 " +00 V-O' 5.95" 139" B 6" 5.95 " 2.33 " 9 0 5.89• 2.65" +100 5.95" 1.44' I-r 5.95 " Z153 " GLASS SEPARATION NOTES: L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO TIE FROTECIED,. L 904MU 35 REQUIRED FOR USE WITH Pomnw LOADS ONLY. IftEtPOUTIDN BETIBEEtI LOADS IS ACCEPrABLE, OTHERWISE USE NEXT HIGHER LOAD, 3. FOR D 61ULATIONS OUTSIDE OF THE HIYHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN AWN WNW ZONES 1 THROUGH 3, THE GLASS SEPARATION StYiEDU.E LS NDT REQIXIRED AND NO MINeSM ISEPARATION FROM THE PROTDCTINI OPBSMfN am 31,r E M D_Z:TANC II -: MAX 08868a ANCHOR PRMtIN1E WAN II TD W-W SPAN UP TO W-r sm UP TO ST-P 7�'•. N aelulTYFB T HAlk6NYPO TYPS (N'aF) cl C2 0 cA ci C2 C3 c. Cl C2 C3 04 rS •area® 1!4 93 12.5" 16.r 1 6.0" Ear 12.5" i ar Iar 7.5" Fx.Y iar u,r &r lx.a if. It &8• U.s' LEA" 14.r al" Itr 16.r 1 LAG SOM 1 9,6' 4,r ii 1.4 N 11Y 10.r 30.0" 7.5• i2.S• Ear 12.r S.Y' Sx.Y l0.r 0.T 9.6' F�L d t3 11 a 70 12T 160" Ear A! 1xS Ear 11.^ 4.8" 32.' iar 7.6° 3.r S.6• � N .19 1Ls' 16.0' !L9" 1• u.s' Ear ar 3.6" 7as'• 1&0' *Hxi-11remm 73 i25' 16.0" Ear 10.1' 1xs Ear ilA" 7.9" IL3P 16.0` YN00D 54lW 41 li.S' L&r 13.r &1' 12.5- 16A" 9.r &6" 12 S" Lag d.3• 9.9" J till �Iyy,,..��.x....,L,L.x..��L 48 .�.� laC ICY T 16A' 7.M 4:6" 12.s' 14:8" sa' $Y 4.Y 3A" E Ear 16A 0.4• IRS' Ear 7.2 4A" 13.6" l:.S' Ear 7A" 4.8" ILr 140 SA" Lr 6.25' lar 70 1Mxl- 4 EMI® 33 aLrr 16.r iS.B" 12.s' tar ULr 12.r 10.r 7.4" tAeGRIP•cFA6' 41 12.Y Iar It$* 12-r iLW B.r ixr iar 5.9• it 46 12.Y Ear ixs 107r lxs114.4r 5.11 12.r !i4' 0.9" Its" Ear 6.HM iZ 12.9" 4.r * 32 5^ 70 u.r 1&r 7A" LLr 14.r 5.1• ILZr 96" 3r " T sap a 1 6" 8" Ale' 33 lt.s' Ear 0.1 -s" 2s.Y 2:r' a 3. 3S' s. ' raNNls fiBJas - cl Au a1 u.Y Ear 6.6" Sr 1L5" l2.Y 4r 4.Y" 62s' E.d' 3.1" 1Y0oD IIUNrG 48 R2.6' USA' S.6" ar 62s' 10.r 3.9' 3.5 &25' 7.3" 52 12.5" u.r 5.r 4.r 62s 9.9' 3.6' 32" axs' ar 1O 0.2S" Ia6. 3.8" 35' a2Ir 7.3° 3.0" p ANCHOR NOTES: 11,11 x. ANCHdt 51CFEDIRE APRIES TO ALL PRODUCTS CERTIFIED HOOK BUT ONLY PROVIDES $ " A UZNG. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED <_ IN SPAN SCHEDULE SMALL APPLAPP Y. ((jj 2. NITER ANCHOR SCHEDULE E BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIA, & ANCHOR TYPE. SELECT DESIGN LOAD OtEAIMTHAN OR SQWLTO IEOATVE DESM N UA LOAD ON SHUTTER AND SHEcf SPAN 6REI177it THAN OR EQl1AL TD BHNNTER SPANLSELECT C0IaaXTIOI TYPE BASED Ol APPROPRIATE MIDMTINN CQSDETiDN (SEE MOUNTING DETAILS ON SHEET 2 FOR IDETIMAT10N OF CONNECTION TYPED. 3. `PANi FASTS EIW AME STUDS USED IN CAIW INCIION WITH ALL MOUNTING EXTRUSIONS (-r-TRACK, STUDDED ANGLE. ETC.). USN! G.W O.C. PANEL. FASTENER SPACING TABLE VALUES FOR Q Al,'N - AND *W-HE40 $ O NWIbING (HOLDOUT CON OTTI 15). 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. S. FOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO AM CIO BLOM L :MINIMUM EMBEDMENT T SHALL E AS NOTED IN ANCHOR SCHEDULE. 71 MIQMUM EMBEDMENT AND WOW DISTANCE EXCLUDES STU37D, FOAM►, BRICX, AND OTHER WALL PI ISFES. WALL F94MM OWL E LIMITED TO 1/4" MAX OR SHALL BE VELUM BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. & CONCRETE ANCHORS NOTED NER3130 SHALL L BE EM BEDDEDTO UMGRACiKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOW FRAMING, EXISTING CONDITIONS MAY WARY. HELD VDRIfY TAT FASTENERS AIDE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE R7EM 10. -INHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRNOr.M FASTENER SHALL E LOCATED IN CENTER Of NOMINAL r X 4• (ABM.) W00o MW (%' EDGE DISTANCE Xs ACCEPTABLE FOR WOOD FLAMI Nam. WOOD STUD SMALL E SW'TlIBIN MINE' G+0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN NERD OR HEX HEAD. u. REMOVABLE ANCHORS ARE: B W PANaHATE, AU. -POUTS SOLM-SET & BRASS SUS"WG. 6MMt11EaaaCL9MNROPA 12, MACHINE SCREWS SHALL HAVE Ur MI9■EIM ENGAGEMENT OFTHREADS INTO THE BASE 15-2394 ANCHOR AND MAY HAVE ETHER A PAN WAD, I HEAD, OR WAFER NERD (S MILK BOLT) U.N.O. 11 'M NM M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCD OR OTHER WALL FINISHES. 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. >IC DIRECT MOUNTING CONDITIONS, 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES Ul'TED O1 THIS SHEET 1i _ i'-2.250• 09+t" V-1 . 2.250• l 4-20 ST R)X s » 2a e" -- A w L fw LW1��0Tfp. S O 16 GA ffi O.09M ?4 .084.- 120" �" TYP. �"' xi TYP +ti aiP94"' ry _ f 3y s75" j ` °062` p 1 �I 25' 1.93fY 1 1.93G` t•'- .�.� . 2.OW" - -*# 2 + � ""J tow �••- -.•� LOW �- TYP. L.3 I 2 *tf. dt€s011t 3 `u' ;+EIDER .c:, @gttlQ-OOr 'V*_ FrtA4�ER a(}' .3M_. �-P.INN, �ycPr� y snm � .�i LIDO° �r z N +'� ! 3.3080-y j,MAX3i 0.376' a.313" 0.37a• a. 1 0.35D"^-+ S.oDr� J S.s10+ 1.ssm G �L560- X - i lsicw Ly o.179 {V7 D.19 f v37V - I' Ss D.9es" p '-.-�-- 11SOD IRANELCOVERACE-.- .-----I s " 0.250"I ______.� "g •' �{ � �""}' � �.v.0.545 -� .SNOT � -L4.875• PANEL LENGTH ,., _ liwee D<D90" ? _o,a51r 2.Do .o.t "... o�i1s- ,31s ate" °o.z D• RD.laS. _ -3Ds• c i 1-aT1�P� 7�p F, TRACKD.090'� c SRAOc7c� wnS +et9et iMNq+IT D.957 OR rANlllmo &d10•It1T9 if ��w&woHr jj tt 'R�aL. arO,GTM►, m iF8 111E K OYLQW. ST3Yix9Nf --t a125" ` R,SIb a( PlATN6A 1^Aa•4.12T' I 4WxYT4AIL4L Ax1aE ++�� aNa1tW wAli xt1t31AP F 1.00D" Twift aa�eao eaxwTr i " J� TMMe of 1�1#nmalmD-OUR I OVERLAP /\ s MAX. OL'rA1ae � 4• - A , L>Erx4. MAX � j ff \ � - T �-.25" MAX. Y - !1 laA BUIUD-OIJT _ on 10000 $E Aso" wow"01,1lxl DISTANCE 6p1m80& Q"Y"0# �c arALLlAaunaQ6laGIaFTAI1 y .,,E ': sue. Q TS. twum S9�t5� l.t>fX0'° MT"11.54&"MWYD - �Y POW. ARaY 0R FA�F1t4 �D C.1U11 OCSMA iAMlS tffi4,xaR w A1NRC"OSWE aQW.Mn FW&43PO4.IORWa94itliL ippSIlR6 wex}itI! 17atL OKfA484 4MATFRIA"I,O 1APFaFU%9 moot: 01ArxE rORARY ' 1.001Y x1xAnMnOcxOA 3�, a4A Attto'rAAN.EaArrJlaP1 - $ e pyERLAP woOO s6/vrRc. � e�AI.O.OVrMGMf a�aitttr[OEaAB- auaialW wT#�1{O4 &I° �.25•MAX.«1MIN1-1-- 6.c.Tr, M41ENN1. ii•iLC PDIIWEWiJ!I �¢� �. a " uMo11A.�NrxIDAT6n. � fi uaA-sAur. sTaL ° 1.500--P � 16ratl 1l-aC. FWROLSIC,Tt � :�' $ MAX. s MIN. ..E00' roR.wr tla3IfAGOONpVtE d ANGLE 0 t2RtA1R DETAL ENDED Arx�rAall AROxMq �AOpp g 8 6 �AP MIOIAtf ti!OtAME OEfAL __- �✓ R.TSY MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) TOP NOWT n1j, i Tli�, I� 4^.iC:�Mii Rx�R"�:f llCllll�sS.9ll�Ri! L-. " � r•'•1'79�'ry(�„I�E�.1iE'3v�(E'a#�a1lE:,��.:Jt::�iE;:+ Q����NEIi�'w ��E''.s�Ea'i%�-�t''..'.i��'�LE<�i �l��.•J��.'� �'T'!I!'•^T_:�1-.."•'.�i.kl E�iF��.,.�1�E:�Ei1i[iIi C"ii �[�3ilf 1. SANS 94" MM ARE MSLIM AILOWAMFSPANSRO mON AMYCOP OF MORTM OOIDITluNS AT T OA SAILOR. R1NN. IPIFYIfS LESS TMM1Ti10$E 11OTl0O TJRAE ABOVE ARE NOT AiOWYABIL'. i WO SeARATOM M"GLASS S RMURW WAN PIUHEI.EeRFM S GR6R61 THAN TMAT WM MR Reps:CrHR MOuNtubG O"1Ru1T1at1 AW & 7< SDE C1oStIREI A 1'OAALL 8181.P017T P10Ui1T5 W T7a46 Ate. "m SLOE ROOURFS ARE NOT II"D WITH KNU OVT 0MR111060000017I01119,. RCQVIRLD SLOW110t1 FROM 6lASS SMALL BP PER DITAL r 4. TAVU ARISES TO Px7I11729P (WITH QR WITMWT SITTCYf BOLT51 A/R1 R'IW PAN11i.a a B01"VAT I PAM FASTENERS.6 12.5* OR61S ITC i PAMEl8MAr 5PN1x P9LIMun1 UStJr ONEtS>OF THE WFISOfNY.TOP ORAOTIOM ODPBt OPV4NO(PWt Off 8-TC), USIMSAMY MOtN1TldRC0H117MOM 84010111196 TiMS'P DRA6TNOa i0 FROM MM1SAMR LLEO AOJPCiNLLi � W11ERMik _ 4 INAPHN SCRefSHE Xi'O1A MOLT Twel W o. mx 1 Wc"UTO ON NRW s wwtstalr FAa r ;1 OPTIC)NAL INTEFtiUR FASTENING DETAIL ANCHOR SPACING SCHEDULE: 23 GAUGE PANELS: PANEL. FASTENERS rA 115" O.C. 2"S" EDW DISTANCE !rA. ANCHOR Sp" UPTW6'-O" SPAN UPT06�8' SPAN UP TO IT-$- 9OTtl1TYPE c3 C2 C3 c4 OONIN TYMAB Cl CY C3 C+N CCM4N>YK R Ci G2 C3 04 C 8 TYPE (�`I S• a J•31'O 89581r 33 tATPAAnM 4f ORIt SM6IFII OaIq 44 12.5' i1.s' 12.5"-Y i6.r 18.r i 6A 13.8" 1I .Y"p 9 S• A9" 8. r 6.8" i2.5 1 Ls" IRS" 1Q0" a 1 r 2 ar A 6" 7. 7" 6.V - a6" s,s" 4 r ]Z.s" - 5" N Y2: s" � 18.D" 13 3"' - 14, i a ab" S.s" - _ S 1" 4. r 3.r 3.r 52 az 5" 1 ar e 8. 1 izs" 16r ax 43" t2-T I35" a .9" 3.5' 7a 1L 5" iar 6 5' 4 r a25' 12 5 4 T 3.r 6.iS" 32°a" 4 3" ' 3.1" i'x f- r fry {{�/ yy 33 ELCO iLTRALVII 41 744a ran 11� I;OStCX 48 52 !Ls 1x.5 36 rl6.0' F tar 16A"23.9' i&0° iLS" 12.5" X8.4' me"3L4" !41" ITT 9.d" i2,5 ILS' Ear lam 97.+63" - 82" aiI" 12v5"'1a0' 12.5' 16.r 141- f3.r 13.9" fl.r 12,5" f2.S" 16. la4" 9.r 9.r .r 7.61 12.5"" 12.5' 70 . lxs' 36.r 9.6" 0. " 2 12.5" 16.m 0.r 5 .r 1L5" Ear 1.4" 5 A" IN4 I31� /8- Ll 31.5' 16.r'1ar UL.a" 12,5" Y6.0" 14.8" 33.4" 12.5` l6.0" Y01" 9,r Ni-PO1M]S 84tta^.CET 41 (fat D699 PSINIC) 48 IL5" 10.m Ear SS.t6" 12r16.r 11.9" SSE^ 12r 16.r 8.5''7,r i2. e 16 14 .r 13. 9" 12,5" 1 1 9 53 12.5• ldm-13.6° 12.3" 1L6" 140" _ 9.4 8.s" i 16m 7.6 6.9" 70 iLg�SaD" 12,5" E Sr41• 93____ar xrL9181� _ E (l61 3350MCON41 48 52 70 12.5" 1LS" 1L5" 1b.0" tar - ar_ Ib.r !_a0"YRO" i2.5' Ea_r 1ar AT 12.5•rlam i2 1L5' 12,5" 16.0" 1Gr 4,rILr 11L5" 126" 97" 12.5"rA6 f1.6" 9r 12�F' $.NF" fi.7" 12.5" r_ 16.r Ear ifi<fl"? -. 10,V A4" 6.3" 9_ .r 8.2 fi_" T,3` 8.4". 2.S' D ONCE 3Ala' x I-1T4• O D 33 S25" Ear 6.. 7<1" aCOMTRAWN 41 b.2S" Lr w a2S 7.1" 52 a2r &F 70 so ' x r-W 86M 33 ILs' tar a2" 3 ar 6_YS" 12.7" am ULTAACDS 41 13.r 6.25" 95" 6,25' 6.0" 9!La�1}7.609 P1tOUX 46 c2r, Lr 6.25" Cr a2r &3" 6.0" 52 Et-� 70 6.25" LI 6 W x i-V4 eMel 33 ]!IR SSTMCOM 41 5" Sam 7.0" 11.3" 13.4" 4.9" 5.r d.iS" Ar 3.Y 3A• 12S' 75�5.7" 9.Y _IRS" 6.25, 6.25, mr mr 62S" 7.r��9.8" Lr 41 Lr 4.6' 6.x5" 7.rt 48 48 12.5" 13.Y 4.B" 5.0" 6.2r 3.2" ! &r 3.5! Kir 7 2222 3.1". 3.r a2S'G9" 6.25" 6J" fal" U'I`x718'eHeE•D 33 ILS" 16.V!13.r lLr 12r 16.r 92• 7,8" IRS iar 141-iC1NIS 90EID•SET 41 AN 3. Ls' i2.•S" E ar 160 iar 4.iL" 9 .3" 7.8" IL 5" CLr i6A" 16.r L4" a3" ixr '14,. 6.r S.4" .�C 52 ILS' 16.0' 70 ILS' Iar &r 6.3" 6.2S" 2L9" 4.3• 3.7" axs!il.s'. i.r 3r. SNt•x1-tl4-HW4D 33 I2.r !QO' Ur &r 6.25, 11.5" 4.r 4.1' a2S" 7.r ILV 13A" 4.9" i Cr 6.25 9.r L. r 3.3" ftt0 PA)IBMUTE 41 _ 48 S1 6.25" a2s10.d"" 1L5" 4.x" i<yl" 3. 3.8"in VARGI OF 0 aaw O.C. ( OHNSMTOADIA�OUNT t41MaLi SWITCH H01RIc &S ()TYPE EI MI6. AE A1LCJ AT E• SKAC At E SP4LCe RA.OW BLOCK Olt UA ILA= " Itsm Vfiiffi SN LAC" rSOWJ FBAu1NG SPACING TA Mom` 0 PA AD A M EGRESS PANEL) t, sl OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 3/4" IDES DISfAPKX Y� C MAX O<tr!&M At►CiWlt PNIgNNR! TYPE (N'eP) SPAN wTD 6-P SPAN 1JF TO Ira• SPAN UM TO t7d' COMB TYPE Cl C2 c3 OM CONMITYPd CY C2 t T C4 H�'QtNN TYPE Cl r2 C3 cA 4'xr"ar� ]I 33 LAG 6cRilm 41 46 Ii 52 L 70 1L5' 1a.5' 16,0 1 d m 16.r Ear 10.9 0.6 225" L'44- i 5" 16.r 16.r 1Qr 14.1 75" b.l" 12.5"�160' 3L5" ! E2.0" 5,T` LQr k0.3 12..S" a-s-- Ica" 16r 1a01 Ear 7 S 69° 1I.5" 12.5' 16 r far 3 Lop iil" S 2^ 48" 12.5" 315" 8 1 r Yar ' , 9 9 3 ,O" -9W 3"9" 12.5` 16A kY 9" S.1 l2.5" 8 r 8.3" 3 6" IY.S lar 9 7 .4" 3 fi4 x 1• ELH61D I .ill' 33 YIOWO SOAEYJ 42 48 52 52 70 12.5 12.5 12S' 12.9` ILV 16.r tar 16.r 1ar:t0A' I&O" 18.0' � IQ i 13.7• &]• 11.r ].m a4" 7.8" 4:8° 12.5" !Li iLr 12.S 12.5- 16 r Ear I&V I&O' 14.8- SI. 4" 9.1" 1.8" Tr s.4" 7 m 5.6" 4.8" 4.4" 3.3 ILS' 12.5" iL5''ld1w ITS- ILV' 2a r l r 6 6 4 1 r 7.61 6 6 "` D" 4. 5.r 3.2" f x Y- 3!4 iN' 33 TAP GRIP, 'fFAg* 41 48 �■■IIEb 32 78 1 L. 1 ar_ =f. 5.6" Y 2 S• 1 ar A 1 $" 32,5' iS.m. .4 ° 7 "' 12r I6r!ILr 12.5" 16,r 8.7' 1215" 140"!ax" i1V Ear Ear 12.r 16.0" 7.4- ILV 12.5" Ear 9.9" I25" Ear 6.9" 12.75. I& 5 "" 4.4" ILP iar 7A` 12.r 14,r 5.1" 32.r 13 S i 7 16' L x 33 Ali POINTS ERA96 41 WOOD aLs1t41a 46 7C f.�,BE St 70 Y25^ 12r la0• ' la 8.1" 7 3" 6.fi"4.s' 9 � u5". 1x.5" 15 .5" S" S.fi" S.f 4 l b.2Y a2S" - 10 3 ix.S" iS.4" 5. 8" 5 r &2i` 30 r 3.9" 3 S" 4.25 B.r 3. r 125- I4.1• 5.r 4 r d23' 4,9' 3.6" 3.r 6.25" 8.r 0.23' 1a.d• 3.8" f 3. 6:25" 7.1- QLR" 7.r ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TO ALL PRODR',TS CERiIPLED HEREIN, BUT ONLY PROVIDES MAXIMILM ALLO WAB E ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATD IN SPAN SO4EDULE SMALL APPLY. ` 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MA & ANCHOR - SIGN LOAD TERIAU., TYPE. StS.EtT' OAD GREATER THAN OR EQUAL. T'0 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL. TO SHUTTER SPNN.S'EEECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTM TYPE). 3 'PANS FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUI,MNG EC RUSIO NS ( r-TRACC, STUDDED ANGLE, ETC;.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL -H-- AND "U°-NEADERS (DICLUDICG B UH.000T CONDITIONS). 4. ANCHORS SMALL E INSTALLED IN ACCORDANCE WITH MANUFACTURERS RFCOMMME3NDA'110fe, & HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK. & MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MM MM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, MCK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 114' MAX OR MALL BEVERSFtcD BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. L CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UX4-CRAC Kee CONCRETE ONLY. 9. WM8tE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS --MAY WARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOW FRAMING MEMBERS, NOT PLY4MD. FASTEMNG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SMALL. BE LOCATED IN CENTER OF NOMINAL. 2- X 4- (ABM.) WOOD STUD (V4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SMALL. E `SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREW SMALL HAVE PHILLIPS PIN HEAD OR NEX MEAD. 11. REMOVABLE MOORS ARE: E.LS O PANELMUQE, ALL -POINTS SOUR -SET & BEARS BUSMW. 11 MACHINE SCREWS SHALL HAVE 11r KWHI M ENGAGEMENT OF THREADS INTO THE BASE ANCIHCIR AND MAY HAVE ETHER A PAN MELD, TRUSS MEAD, OR WATER HEAD (SIWWAUUC BOLT) 0.N.0, 13, MINIMUM EMBEDMENT AND BOGIE DISTANCE EXCLUDES SNCCD OR OTHER WALL FIMSHFS, 14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT AMMABLE USK 15. 7k DIRECT MOUNTING CONDITIONS. 16, LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE AN04OR SCHEDULES LISTED ON THIS SHIEEY. lot 15-2394 5$ SAYCSNG L,.c I LI 3 SNTAti l36 N,R 1 SMAMW / H � •,:r eE RtWd6ND 46M"AW6 1xaA6xA8 (WtPI19c; ` �i � nxocexlRe SMIA, 6.4WW' STUD ANiat SPAT cvA N m � (-r» �aETs MxrN aTx1N. rau,ewem-.+� ,�`) � i snxa,wcaiat�ttsaw i AMFR, U`"�.f. }"- lifiS A491'AMIY I� MIlxxli � e PKIxfA > � jt, NFk. G1A`;': s'kFAPn •Stxi 9SJRalAA TOR IMY � 1 -- 9Ex 8CHELVI: •_ - 1M14M0 � � eR P191 SCNEaME I" n I.Oar mow.--•�-i:eW` 7 `� � M.TBlK[LY aLx1O01[j RT`f'AHS.'ap low pm MAX =1f4:'1 s.AC1Nd E4a{Oi. NOSJ1[SLCT�R alWUllwaLWdl p! HPWL� A11ICHlaRIf Frarf m IN whim r MTTPxOFEPNCTUPA 1 WALLMWOMTWOOD #%ANM so SE nnM A*0"4aM0.a� OR T,Fea a1wx.TUPe OPF101Ml. pOku,Ixc E9RWt8(491 SS 7�B401APlEECl30R -... ANCHOR SPACING SCHEDULE. 24 rakUC,E PANEL.; Pk&t- FASTE,*In E iL5" O.C- - -. - 2.5" amikiNCB MILK DEGIOM' sm Rp TO V-r ANCMOt PR6'fS11mY ,Tr.RTi. TYPE _RPaF� CA C2 C3 04 SPANUPT08-r SPANLM 32ar smm_vn im c2 C3 C4 6CMm CI Cz C3 a t6 X:-3�4'EN6ti .13 EL:.O ULTRAtAN 41 (Nm ua. rsl Cxtt3 48 52 �.yIBIIMb 7 O s 12-V 160 IA.r 9.9" u.s" 14,0` 102" 6,r 12,5" 16.0' 12.6" I6.0" 1LO' BA" MV1160• 6.2'" n &5• I2,S" 16.r 6,1" 5.5" 32.6" 16:0' 10,1" 6.8" 12,s'.lar ai" SA" 12.9" '160 l' . SA" Y2 5" 12 S i 0" a I6.0° 9 3 a1" aY _4".. S. 12 s' ii 9" ! Sa0" - 2aG 4• e 1 I.- + A'u ai 5 ix 5" U.S"12 S" a6.r 16.8" 8 1 8 ° 5.4" 5A" L" FBu _ 3/�• i 3-:tJ4' iMBEP 3333 0 WTRACT}R 41 I>r� 7A4e 48 52 To . 12.5" ]6.6^ ]8.ff" 16.0* 32 s 16.0" 15A" 1x.0" 37 5" 16 0" 19.4" 10.n 32 5" Sar la 33.9" li S' 16:r L2.1 4.b" 12.5" i6.6' 1Lr 9:6" 12.5' 16.W 14.90 IL9" 12 IS.W 11..5" 12.7 16Jr 11.911 9.5" 12.5" i4.0" 13 8" 140" 12s° 16,N' Yi 9" 9.5" 1L 16.0" 11.9" ° 9S• 1x 5" I6.0" 1i.9" AS" +LIST 16.0' ll-Ir 9.5' 12S' 1a0 ll.7"I 9.T +iF-dS, tF4'KY,18'ElUJ70-��`'-33 ALL-�gpX" t'5O6I0•S€7 two pg Casio 41 46 32 79 IM x 1-3VV EMOM 33 kiW w10C'i 41 (Mxit adSN wT t@M"a 48 52 .,a.._..._ 70 12S"_ �" ° 12.5" 16.Gr 18.r 16.0' lafF' ]QO' 15_6' 12S" 12.5' lab" i6.r 15.11' 13A" 12.b" 10.6' 115* 1L5' 'ad.r 321" LVI la7" 12-V A:0" iS.6" 13.T 3L4' 16.0" 12S1'10.6v 22.7 -i164• ILr ICLO' 144" IL3" 12.5' 16.0" UP 104' 12.5 I6.0" 123"flab". iZr IZ 1L5" 12 16.rl123" 16 a• Ear M-0" 16.D" la0 160 10.6" 1fi_r laR' 141' 12r 115" !aW tar 12.5" mw .too 14,r ILLS, 12.5 16-r .16.r lLS•.104" 16.0' ILS' 1LS" iL5" Yam 28.ff iS.r 11.4- 1 1i-r ILS' u•S"- I&r 1 �D•' I&S"k 15�T11.r ILr .3- 12S 1L5' 16.1i" 16A" Iaa" Is.S" 13w 31.2" 12S` tar a6.0" ]53" iI.T' i--- IS S' 11.r 1x 5"- 12•5' .. �18d1" lS.r SS.s' 1].Y'.. # z 3lSG x i.iN-NISEI 33 PO ULYMACOM 41 48 11 v 7a if4• x i-ll4• EMBHI 33 EICOIA.'IA4CCN 41 48 52 - 70 tA4" Y l-1/c* FStALTt 33 rrw&s.T.Apm1 4f 48 52 ` 70 ll4°'x7Ja` EAI®EO 33 ALL•PDXRFS .c..WID� SET 41 48 ,�C 52 _. 76 _,�12.5 va s jl0411E0 33 Film PWNUAATm 41 44 8 5" j 6 iS' 12 r 2if.3" By3" 11610, 6.S" 2,5" RM DISrANCE fi.xY 7.1^ Q7" a2S' iLT 6.251 6.4" a2r 10.r `123 t 6..iS' 4.25, 12.5. 11.r ]a.8" 16 V' 7,5 8.239.3 7.3" 12.r 3.4". 5.r 1 Sr aL^ 6.29" 9.r 12.0" 44" 1 4.5" 12.5" is, 6" 6r 5.0" 6.2s' lab" 4.r 4.0'" 4,19- 10.7. 4.1" 4.r 129 fi 2!, f3,3" 12,r 5 2" 4 i 'iA" a25" !ar 4.1• 4A° 6.I7 IO.r 4.1" 4.m 4.6 0.25" 10.7' 4.1- 4.0" 6.29' 10yr Cr4.0" 6 2S" 12.6" 32,.5' 10.7" 16.0" 16,r 4 1 14.3 11,r 4.0 1_.Tr' 9,1` aLs^ ILV It !ar Lail" 16.r 4 1 97 7.6" 4A" tr 6.1' a27 iZ4- fLS" 10,r 16.r Ylf.O• 4.1" &r 7.Y' 4.0" TV 6.3" 112Za 16.m 9,7" 7.r 12.5" 16A' 7 7- Cr 32.5" 16.1Y' 7.r° a2" LILY- 335 M-- 16.r�4l.Y' 36u &9" Q4" 7.2" 6.2 5.9` IRS" 11.5. 6.25' 16.r 16.r At 7 r T,r 4.4- 6.2" 6.2" 4.1" 12.S` - 12. 6.2� fa0" 16A' 10Jr 7.7" 7.7" 4. ' 6.r ar iEl 12,5" 13 4" &r 4.r a25' 9 r 3.6" k 3.r 6-25" 9.2" 3.6" 3.3" ! a2S I3.! 4,.4 4.]^ a25' 9,r 3.5" 3.3" 6.25 9.X• 3,.S' `.xs` la.6" 4 2" AG" a2S" 192" 3.5" k .#" &2S 9.r3.S"70a25" Ifl53 92" 3.5" 3.3! S,ZV192 92" 3.S" ANCHOR SPACING SCHEDULE: 22 GJtLKi'E PANELS; PANEL FAs'TtN4ER5 D 6°25" O.C. G �&RAIR Ui8T:7M ANCHOR M'SSBtN@P, TYPE MTLF' � - C J_ �yy 33 EEXCO IY.'L74m (IxH mLA FS1C9xo 41 as ,�....� 52 7E+ 1r i 1 33 RqP!, XN4N f$1 CONC7 (" 6PSI CO 41 48 12 733 Jw.t-YV1N!SIN {UTSEX !t !mL TO L r& fz 46 ..i 10 Erdsm 3a CLIO t4 f 1t;6I a,sc Cana 42 y 46 T � lir Elws DISTANCE w SPAN VP TO s-V' _. _ SPMQ. LW TO r-0' � W 1 cHxuN rJPB �F ci C2 C3 C4 CI C2 C3 C4 cl C2 C3 C4 12.5" I ISA"1 13.rj 41i.9" YLr Mal 9.r t 6R" I2.$" iar ad" 4.7" N_5 3 12 5" _ 16.0" 16 m Yii 9fF $.0^'32 -b,8" 3.3`� 5"436.r-`7 12.5'p14.0"! _ iL5' 7 SS". a6" cr .d._.I _. ". _ i6.r ai 4.3" 6. iL4" _ _ a25"!115' A.S" _ 4.2' . &r 72.5" .2.5" Sao" F 66" 8.6•' 8. " 5 4 .r 6a5" " 4. u:5� 5" s.2" _- a25'• a°sn 1 5" Ya0` i 16 m 12 S" 16.0". 14.3 1Lr !2 s' 16 r 9.r a2" t2.5" 250 36 @" 13.9" L2 - r 16.r ilA 9 .6 u S Ear 7.b" 6.fi• 1f12•s 16014- L'r9.6Y i1. r IfiL.A7!" 16.$ a" YLr_.I a 6 Y 1 " Sb12 6. 2'S 12 s" 17 F P6.0 Xfi a` 6_r16.r 46A. 13.Ri",12 12L.S5"- Y2 5° 3 lao"i aT" s 1S;r1,4.8" 17A" 14.r 11 9 ]8.$" V1 jIi6" 12 S• 116.a' t" S- 18 r 4s" Lai" 8 1" 3.9- 9.r TA" ._IL3 IGC'•ts.b` C. 3 2.5' 9 5" k 84" 12 5"J8A"!10.a 12 .3 9.1" I2S i8r 4 a 169"! 7,D'�a3" _ .r s i" 16 12.5 13.2"; 4.B' 5.R' 4.3" 12..5" k 31.5' k' 1 C" 2.. �32.5 1L5" _,......-�5"...t.�.`�.t_ 164r, i5.r Ham !6. 0" la Earl 16.U' 1ST ib.m 12. la0` 1i4.0" _� I4.3" 21.a' Ar-�4x 12.5" 12.5 12.5" Ear 16.r. 14.r -_�_ 16.m 14.8" 12.4` I I t 16,r 12.6'' 9,1 6 9. 2 r 315"!lar ]x.5" Ia6" 32 S LOOT 125"'1 01 B.G "r a 4 2.3" i#i�TNuMPJCW J 4 4 x 1 1i?' EKED I-_ P s 7' at 0 1 5 'I 9" { �y 32 i7 u S 70 35 k2 S' UH E=LAT4AL41 i. Li 5" 11MR 2Wx t9 GMIi 46 a2S` 14 e.r" 6. It.?, / a 52 m 32S2s 80 VW . K-wr 04Wsw - 33 L 12.4 i&6" L-r I &r is, ITW S.S. TAPCOL 42 3 12-r 49 13-r 4 8" &0" a q-y 52 6 Z5' 12.r4.5' 4,6" 0. 70 6.w 9.1" 3.r 3.4" 6, U4 x T ENf A 33 ILS" u6.0`' 13.r ll,r it = ALL-POTICS SOUD-AT 41 11 5' Saa" 16.7" 9.1" !1 40 p 32 5" 52 wr Tar 160 9.1" $A, 7.r l 7.2" 11 70 ' 12.5." 1aP' 6.Y` • S.3" 5 33�_--h-12 5" 16.0" 6,01' S.'9" C exa PANEL wr 41 i i� 2 S' 13.4" 4 9" 4.8` 6, .y 404.1" T 52 ;�8 24 ,1@.q" 3.8" 0. N'Vol �M�Illl� Af • �i Lt _L'.. /y a►TOM4L70lVIgTTOM ClAARHE 4lISa. slip LICE DIsrmcm ANCHOR tYt.P! go UPT06'--6' 6MN T06'•8• 6►RN IR TD IY COMIN TrPR ci E2 C3 G4 DDNU TYPB Cl C2 cs C4 cow TYPE C1 C2 C3 O A/C x r1 bow 33 lAOSCREW 41 48 S2 70 I2.8• 11G.Ir 14,7 lag" 12.8" 16.0' 16.w 7.s' 1LS" iG.r 10.r 6.7" -r 16-" 16:6" &Ir 7L9' 16.r ILL` 6.1" ILr ILV 14.r Cr 1LS tar Ear 7.r 12.r 1 6A" 14. r 6 .0" 32r 10.r 14.r ar 1 30.W 10.W aLw ur Ear 24.7• &r 123" sap I 4 -1.r G 1LY 1Lr 14.r &W 12r 2LV 14.r 0.r ILS" ILO" 14.r ar 814x1 YJOOD.9CNl1E 41 40 70 I. S 0. 6,r IL .0" LIP 1 10.G' ar its- 14. a- 14.1 " 8 " 160. 9.r SA• iL'P Ear 9.r 1:64 lZr 14LW uA• 7.W 1LS• 160 AG' 5.6" ILS" IS&- 9.8'• S.V. ILS" iar 9.16r. 3.d" ILIr 10.r I6. iar 90 it. 9.r S.6` 12S` 12 It 114ri 0.6" 1 1 Sr 1J4 x ' TINIER Yrw 41 y 48 T n■d 52 70 12. IRS" 1- 1 .G" k0.3" u. ILO" 12r Lip 16.0" LOY, ll.p !0 12.7 1L 16.r 16.6" 9.1" 91' 9.1" ar 12r 12-5° 12.5" " Izr 1G.0" -: 91' 9.1• 5 4 5" 75F 12.5 Tic -or I&I 9.1• 6' 12.5" t 7 3" x2 s Ice" 13- tTly x W MAUD 33 ALL POINTS SMAM 41 lYMy6U!'NLai 48 'h �MaL S2 70 ILS" !6A" 7:W &9" 12.5• 12.5" 4.r 4.1" L25" -12.4' 43" 4.r lzr 2sA" SA" S.D" a2s' LLr 4.7" 4A" G.ZV u.r 4.r Lag 114.ri SS' I 4.T" 6. 5" ]2.r 4 r 4A• 1x.^Y' 4.r 14.0" 4.0" 6.25' iLr 4.T" 4A" 6.25" i2.r 4.r 4Ar a2S` L12 rl 47- 46" ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CIERI tIEB m BUT ONLY Pwvm MNCIM M ALLOWABLE ANCHOR SPACING. IWUM M ALLOWABLE SP AM AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. _ 2. ENTER ANCHOR 3aim E BASED ON MmL FASTEIRt SPACNG, THE -EXISTING STRUCTURE MATERIAL; & ANCHOR TYPE. ULECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGArm DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHVM SPANAMILECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SE MOUNTING DUALS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. •PANEL FASTElEAS• ARE STUDS USED IN CON UNCT1DN WITH ALL MWAARNG EXTRUSIONS ('P-TRAGIC, sTUDDED A roA ETC.). USE bar O.C. PANE{. msT'EIR'H! SPACIKS TABLE VALUES FTR ALL "H•- AND NP-MEADE IRS (INCLUDING BULMIT CONDITIONS)'. 4. APIf:HORS SMALL Be INSrN.LW IN AOCO WX:E W3TM MM UFACHRIE9t5' MCM*S'4DAnOTi5" & HOLLOW STOCK HOST, STRUcNRE SMALL CONFORM TO AGIN C90 K OM 6. NM MUM MMDMIENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE ExCAM Si cco, FOAM, ■im AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/41 MALT OR SHALL BE VFRITED BY OTHERS TO ADEQUAMY TRANSFER LOADS TO HOST STRIX-IM. a. CONCRETE ANCHORS NOTED HIM SHALL BE EMBEDDEDTO UN-CRAOCO CONCRETE ONLY. A WHERE EXISTING STRICTURE IS WOOD FRAMING, EXISTING CONNnx)Ns MIAY VARY. FEW VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCLPA'MLE ONLY FOR ME C13S URE FEM 10. WHERE ANCHORS FASIBITO NARROW FACE OF STUN FRAMI4(d, FASTB6R SHALL E LOCAT D IN CENTER OF NOMINAL r X 4- {MWi.) WOOD SM (V4- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SMALL E SOUTHEMI P9W G®O,E Oft GREATER DEL4IY. LAG ACREW SHALL HAVE PHILLIPS PAN HEAD OR HIDE HEAD. It. REM1OVASLE ANCHORS ARE: E.C'O PANH.MATE, ALL-PDWM SOLID -SET & BRASS 6U6THi1Ma. L2. MACHINE SCREWS SHALL HAVE Vr MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SWEWALK SO.T) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DWTAHC7 OCCLUDES STUOOD OR OTHER WALL FINISHES. 14, M QESIGNKTES ANCHOR CONDITIONS WHICI, ARE NOT ACCEPTABLE USES. 11 * DIRECT MOUNTING CONDITIONS. 16. UMM ME RMATON TS NOT PERMITTED FOR USE WITH T M ANCHM SC IMAM LISTED ON THIS SHEET. xreWOT TJ4" 33 12..Y 1E.0` 16.0. 16.9" 13-9•' Ear Ear 7r 12.5 1&r LXO Scums 41 1L5" 16A" iG.r &8" iL5" !&CY' 14.T" al" 32.5•. l6.0" 48 ILS" iar Ear 7.5" R:r iG. • 120" S.Y I 1LS' Tar A 12.2.160 Y I ar a 9" 12.6' 16.0" 11.1" 4.6" 12.s 70 12.r I&r 11. - 9" 5.1" 1 2.5• Ear 0.3" 9.8" ICY iS.Y &i4x3- BErn 33 32.s' 30.r Car la!" I25" i8:d' 1.4" 7 r iLr 1 la0" W000 GCAEW 41 i2.S" II r mr 6 " 1L5` 16A' 12' 32r Lw 45 12.5" 16.r 11-r Lr IL 4.iP' r 1ar 7.8• iLs" 14 .6" u ilr low i0.4" 1 _ 6A 2r 16A° 70 12s16. 7-B" 4.8° TILT 14.1r &4• 3 Y 0.2S" 1a1• x a- ea® 3! iLT 16.0 15.6• 12.s' 1G4' 16.6` '� 1LS• iar TAP GM "CF/6' 41 1L6• aaG" SL6" 11.5• 1611,11' H_r a0` 4012.5' 10.0• Ear 123' ILW 7.4" 12.r 34A" �a■■MID 52 li.r- 16.0* i 0 9.9' � 3L6' a r 6.9" i2.Y iL9" 70 1Lr SGA" F 326' 14. - LP G25• 6" 7 x na 33 15" !ar &i" 7.r !LA lss" 1 5.6• ai• 625• l0.8" uL P6[M15 tilfAs4 u la.s- 14,01 ae• ix.s" ILS' 44* 4.1" 8.25' SAT• W270D 8Ue1D06 48 1 2S' 1SA" S 6" s r a2s lo,r 3.9 3 6 ax5• >.y 3' T PBJBHBEL 52 12.5" 142" S.x' 4.r a2$' 9A" 3.G" 3.x" a 6,r R/4EBR 70 6.25' 10.6" I r 3.5" 6.25' 7- ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS GMErU TIa HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES TWWATED IN SPAN SCEWLESHALL APPLY . 2. ENTER ANCHOR SCEDUL>r BASER ON PAIR, FASTENER SPACING THE tOEIS1 STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD ALOR EQUA. TO NEGILTNE DMG14 LOAD ON SHUTTER AND SELECT SPA! GREATER THAN OR eQUALTO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS OR SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. PANEL FASTENERS• ARE STUDS USED IN CONJUNCTION WITH ALL MINIM EXIBMNON5 (*I" -TRAM STUDDED ANGLE,. EMI 115E 6.25" O.C. PANEL PA5TElEt.SPAcm TAKE VALUES FOR ALL-W- A!0'tr-HEADERS (INCLUDEW BULDOUT001*01106). 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' S. HOLLOW KM HOST StrACnM SNAIL COWOOtM TO ASTM C90 BtACC. G, MINIMUM EMBEDMENT SHALL 8E AS NOTED IN ANCHOR SCHEDULE. 7, MINIMUM 04BEDWENTAMD EDGE DISTANCE EKES STUCCO, tOAK BRICK, AND OTHERWALL FINISHES, WALL FINISHES SHALL L E LIMITED TO Ile MAX OR SHALL E VERtfffO BY OTHERS TO ADEQUATELY TRANSFER LOADS TO INMOST STRUCTURE. 8. CONatM AKHM NOTED HEREN SHALLBE lMEDDED TO UP43VCKW OOMCBEME O&Y. 9. WHERE EfiSI71NG STRUCTURE 1S WOOD FtAMONG, EXISTING CIOND173COM MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MESS, NOT PLYWOOD. FASTB@!G TO PLYWOOD IS ACC P TA9UI ONLY POR SiDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OH STD FRAMING, FASiEMER SHALL E UDom IN awYER OF MXIMIAL r X 4• (MINN.) WOOD STUD (W eM DISTANCE IS ACCEPTABLE FOR wOUD PPAMMG). WOOD STUD SMALL BE VXITHEANN PBIE' G"O.sS OR CREATEX DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR tEX WAD. I1. RF.MOUASIE ANCIOMB ARE: MCO PANELMATE, ALL-11011475 SOLiO-M & BRASS BUSHING. I.2. MACHINE SCREWS SHALL HAVE I/r MINIMUM ENGAGEMENT OFTHREADS INTO THE SASE PHONICS AND MAY NAVE EITHER A PAN NERD, TRUSS HEAD, OR WAiER NEAR (SWEWAM BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SR CM OR OTHER WALL FIISHM 14, Ir DESIGNATES ANCHOR CONDITION., WHICH ARE NOT ACCEPTABLE USEL 15. ak DIRECT MOUNTING CONDITION& la LINEAR INTIERPOIATTON IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDUE5 LISTEDON THIS SHEET. Ly JAR' gig 0 cn cn a) cu U SHEET SH 1 n-4--6 W CD v `�J I 0 Q O 1..1� (�D/� VJ Mcu W LLI Q Z Z Q J a 40. B6 3