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Version Changes Ver. #: Description of Chanqes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING E N NARSM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2386 GARFIELD GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 NATIONAL ELECTRICAL CODES 5TH EDITION (2014) FBC PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION (2014) FBC RESIDENTIAL CODE PORCHES AND BALCONIES ALL WORK SHALL COMPLY WITH PRIEV, CHAP. 3 CODES FLOR*;"t BUILDING CODE, NATIONAL ELECTPK ' CODE, HANDRAILS - CHAP. 3 AND THE C17 Y OF r..EPHYRHI ❑ GUARDRAILS - CHAP. 3 ORDINANCES 7 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE VIE °% AT CHAP. 10 CITY OF zephl'yPLAMS ❑ EGRESS WINDOWS �XANY{I E� CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH 5TH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) INDEX OF DRAWINGS SHT NO: TITLE A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A A4.13 2ND FLOOR - ROOF FRAMING PLAN B A5.A EXTERIOR ELEVATIONS & ROOF PLAN A A5.13 EXTERIOR ELEVATIONS & ROOF PLAN B A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS S7 GABLE END DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS SH1.0 HURRICANE SHUTTERS SH1.1 HURRICANE SHUTTERS SH1.2 HURRICANE SHUTTERS SH1.3 HURRICANE SHUTTERS SH1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS SH1.6 HURRICANE SHUTTERS BUILDING TYPE: V RISK CATEGORY: II NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION. .STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. = W � U w W ~ W z LL Q �� Q F N wow °w to W Z J — LL J =mv< U) O LO ONz "t} -n° = F- Z 0eJ� C1 LL =) LL O -r U) aryl' M1gv VP,l' C7 e ' f In ( W D --" w W_ ^N N LO 0 W L °? U MN d to u m .O M O LING _ O }� LL cc) •� O o � Q U �tno, u W Q� W L C co W ❑w WQF— QW W~ JLL wLL Q Z w ¢ Q W(nU ZZ)-gpulO(D QQO_LL Z U)lx Z QH-QQ OOooZZ Q U t� z _j Lu a>YO z �W�HZ�Wa LL oC1 z' U < 0w Z)OQ¢WQ 25 ZcQ O LL O O N Z O F- > (n O z F�- co O Q fn M 2 G7 QwQLo F-M 00 Q U Q Z I- W w _! O O d0' i 0 N 04 i 4 0 ' 0 U) m o Q > LO O -0 z z z0 w0E- 0W) C%qt� Q U��o � g a W O a = Q LL ZW~ F- v) =r�z v Z J Z Zaf �ZzLL N w 00 O��W 0 Q M U�zz Z (y m<0 Z U U a M_O W z Z W M `', o 04 LAST PLOT DATE Jun. 26, 17 0 COVER SHEET NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: 5TH EDITION (2014) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION O THICKEN EDGE TO 8" O2 1-1/2" DP X 9 1/2" WIDE RECESS 0 3/4" DP X 13" WIDE RECESS O 16" W X 12" DP CONC FTG W/ (2) #5 RODS CONT. O 16" W X 20" DP CONC FTG W/ (2) #5 RODS AT 6" O.C. CONT O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SQ X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. 24"X30" X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O9 BEARING WALL 10 (3) 2X4 B.U.C. W/ USP HTT16 AT BTM FOUNDATION PLAN- ELEVATION B 1 /4" = 1'-011 m =W ❑ z w¢ J wa¢ 5;29 wow w 0 0 wzLL J ¢Wd.¢ = co _ o H��w ¢F.z❑ 3:0FW H0wW w w❑�0 U z U.) U } Q w (9 w(D�o rt - = J =wf-D _❑gym w w LL_ U) 2 z 0 2 N w ❑ (^/,) E CD ^ o W L L'Oc! U N } en co AV'' 2 rnrn 0 o o Q V! �V) U 9 w Q � i o E " c 7� V c. "a 0 fZ' LL1 LLJ O ~ esoozW ¢ f fgx W O�¢¢0QZ ZU00Q 020��❑Z��� = O 0 U)LU LUitwZYow6LL�ao a z Q�¢Ow¢�ZWZ��voa LL OW �H� �W❑ ¢ Ow 0Qz� LL_ ¢ O L. I A U _O m C'M r 0 N N O O N O W Q z z 13- O 0 N Z O Iw— � ~o 0 0 � M o Q fA M w LL QWQL? M Q U Q 0 Z i- W J O 0 0 It 0 J ui LL V M� W M N Al LAST PLOT DATE Jun. 26, 17 Z -z0 swan Wwa W moz i- z O J Z ZW LL J Z w}w �zz T Q r z z w J 0 0 U __ ._ _. A ISI LIA :"11 114 fiir 1 7dfd 1. FOUNDATION PLAN B A S3 30'-0" 8'-9 3/4" 13'-3 1 7-1 V SH25 _ HD AT T-4" EGRESS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5068 SGD 2868 (2) 2X8 HEADER. O SEE Q/S4 FOR 00 c HB �- CONNECTION o BRG WALL ❑ MASTER SUITE LIVING ROOM 13'-0" X 15'-11" WALL 16-2" X 16'-3" 8'-8" CLG 8'-8" CLG ❑ 0 ^GG S3 co 7 5/8" 7 5/8" 3'-1 1 /4" 5'-6" 4'-6" 14'-5 1 /2" N NOTE: PROVIDE 1/2" PLYWOOD ❑ FLR DRAFT STOP IN FLOOR FLR LINE TRUSS SYSTEM FOR A LINE MAX. AREA OF 1000 S.F. - I - DRAIN (PER FBC R302.12) ❑ _ (0 2X4,KNEE SHWR HD © WALLJOP & VALVE RANGOODE W/ AT 34 17I2' 6" WALL w 6 A7 5 w Q ': °� za- y v)- MASTER 2868 BATH KITCHEN ooll DINING ROOM N 9'-7" X 14'-2 8'-6" X 14'-2" z Ts s3 8'-8" CLG o III "' 8'-8" CLG z ❑ TP Co i REF I' ro LIN. BRG 1 A7 2 DW j iv 1 `� WALL _" A3 O F R �L NE 7 5/8" 7 5/8" �n Il 3-11/4" T-5" 2'-1' 5'-8" 2'-8" 2'-4" 4'-10" 10" T-91/2" Lj W.I.C. TILITY DRYER oo00 o ° VENT co (D (C 00 xs HANSEN 4 CD A7' N N PANTRY TB ❑ U) BOX D GG �_ Cr', FLR PwDR ❑ 6" WALL W/SAT S3 �a LINE BATH 60" AFF/ v 0 w `14 _—BRG 2868 S & R W WALL W/H N 4 20 MIN FIRE 00 LINE OF� ❑ WALL ULATED RATED DR FL TF ❑ W/ CLOSER ABV 22"x36" (3) 2X4 - B.U.0 W/ PROTECTIVE ATTACCIC HTT16 -- BOLLARD ! AT BTM — — & USP 10-- I-- ❑ MTW20 4" r AT TOP 9 ❑ INSULATED 8 BRG. WALL 42" H 7 TWO CAR GARAGE SLOPED s -- -- 19'-3" X 20'-0" WALL 5 S3 4 -- I-- ❑ FOYER -- -- - 1 2, 3 I i I ❑ -- — -- UP A❑ ❑ TIE BM ❑ ❑ ❑ ❑ ❑ AT 10'-0" SH /2 35 i H D AT T-0" ao o TEMP. GLASS ❑ me ❑ HB 5'-2' 16070 — — — El ENTRY 5'-8" X 5'-4" 2'-3" 16-0" 2'-3" 4'-4" 1'-4" T-8" 20'-6" 9'-6" 2 TIE BM AT 10'-0" m00 FIRST FLOOR PLAN- ELEVATION B w 1 /4" = 1'-0" v v zo N 0 v 0 Co M 0 bo LO 3 A3 NOTE: SEE SHEET S-11, S-12 '2386' FOR LINTEL CALLOUTS & DETAILS �80 m00 w �Q TIE BM AT 10'-0" B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT O ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY NOTE: ALL HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE A S6 TOP AT 18'-0" 0 Co a. — OQ NOTE: 1. SEE SHEET S-11, S/12 '2386' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" LINE OF ROOF CBELOW 22'-0 1/2" T-11 1/2" SH25 HD AT T-2" v EGRESS 121%C{,� x�az\<'� 4.-x/a�-iLl��:r.L:�.avx..euA��..@.4•ux:Z LZ5 ,/Z.`I',.0 ��``".S''S�.Z:<;�4A:�a�,caCG`, 2668 U) E N O 06 C C° r BEDROOM 3 — — -- — -J 11'-11" X 10'-11" R & S BEDROOM 2 8'-0" CLG - 11'-11" X 10'-11" - -- - --- (4) 16" 8'-0" CLG DP SH iv `� N 3068 B Lorin NQw w Co (0 C7 (2) 2068 BF 2668 2668, 2668— N R & S � iv 1'-4" - - - - -- -- Lo C14 _- r- TB = Q jj� 22"x36" 2668 U 0 0 ATTIC A7 x w ACCESS - BATH #2 FLR LINE 2668�� TB A7 - 8 IT co BEDROOM 4 10'-11" X 13'-0" ; -M -- ��s AHu - r P 8'-0" CLG oo O '6 I � A/C RETURN UNDER DOOR o - CN It Lo N U Q CV -- - - o N 0 OD (p N LO N 10'-11 1/2" '-0" 1'-4" T-9" 61 5'-7" T-9" 2'-11 1/2" 4" 4" 4" FRAME LO FT WALL R & S 12'-0" X 16'-0" 8'-0" CLG Q BEDROOM 5 j 11'-11" X 11'-11" 8'-0" CLG c'6s � O 06 00 42" H. LOW DN WALL R&S - ��Li AaA��1�A.l?a�Y3T j - - 16 SH25 - --- HD AT T-2" EGRESS 14 g FRAME 13 " WALL 3 42" H. 11 SLOPED 10 LOW WALL - - - ROOF 9 BELOWCl? a, �1 -- --- - �t �- � OPEN TO 7------ `n ELOW 6 4 - - FRAM 4" 1 �2D, 3 JE WALL 8' FRAME 36" HIGH - WALL CONT. RAILING SECOND FLOOR PLAN- ELEVATION B 1 /411 = 1'-011 1�\ GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL w w FIN AWAY FROM WINDOW FRAME. o z U Q U) O VERIFY ALL WINDOW AND DOOR ROUGH OPENING � a = m SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. ¢ j 2 o z Q m wow Ow INSTALL RND DRYWALL BEADS AT HORIZ & VERT w z_ N asr' ".' CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS W ^ J Nt r ' �p °�° NOTED. __ �' E g w _ ~ USE SQUARE CORNER BEAD AT DRYWALL NICHES & 0 o REC CLG DETAILS; REC CLG SURFACES SHALL HAVE ~ Z t= w SMOOTH FINISH. a- W ui 0 I �� = A._ ', � 0 af 0 �rvb <_ LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND Z I 0 THE ELEV ROOF RIDGES, IF ALLOWABLE PER m Z W z �� Ld - . � ell ' CODE. w I— _ c� ®. 0 0 w 0 J = (n z ALL ANGLED WALLS TO BE 45' UNLESS NOTED o m m m 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)0 LO > o 113 0 APPLIED TO THE GARAGE SIDE. ' p cM N 0 TOWEL BAR - (T.B.) = 56" A.F.F. Qj E 0 o ` o TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. = 20" A.F.F. 0 6 a)Q - (T.P.) .N U , ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. V w QN C:ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. s` o E cc,")°' CORNER SHELF = 56" A.F.F. 0. 46 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 3/4" INSUL BOARD 1/2" GYP �8" CMU 77771 NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. /7 —7-7 /i� W/1/2"GYP. w w w� w � w 2 0 whQ J YzIx z au (D w Q U ���JQOao UowJO DOXJZLLu-Oz2-j �-Q~ ❑=FII_LEDCELL W/(1)#5VERTICAL Q 0 0 cnw�o OWOOmQz Q (ouja> nwwLuv5LLit<oaf_5 ®=oa- FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB U) z LL ¢~¢Og�a. �Zu'w620 (L _ �w Q A = FILLED CELL W/(2) #5 VERTICAL Ow Q w a o � a, 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0" SQUARE FOOTAGE: UNIT'2386 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. W LOCATION R-VALUE / TYPE EXT CON C WALL R-4.1 HIGH PERM mi EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1112 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), CD Residential Table R301.2 (4) (Wind Speed Conversions) O and ASCE 7-10 Methods N WALL TRIBUTARY N AREA (ft) 2 INTERIOR END 10 29.7 -32.1 29.7 -39.6 C ' O 20 28.3 -30.8 28.3 -37.0 N 0 O 50 26.5 -29.1 26.5 -33.4 C) Lo 100 25.2 -27.7 25.2 -30.8 ' GARAGE DR 25.9 -29.3 25.9 -29.3 O N r"""" U) 0 N Z O Iw- O 0 � M O QC/)(ML~c- �rZ_ Q w Q Lq (M r a<00 U Z I— w J O (D d' Z Z z2 WUI~--� 0 W ® UZ)�o ��W< F-1 L.L z LLJ ~ w ~< ~m0Z = I- = z Q _ 0 J z i'<ZW a Z QLL I- N w 00 O_j2z Q M v�zz LL z N F_ U U O 0 z g Z a w C) W MC) LAST PLOT DATE Jun. 26, 17 Z 1ST & 2ND FLOOR _l PLAN B NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. 42" H. SLOPED LOW WALL LOFT SEE NOTES SHEET A4 FOR WOOD STAIR CONNECTION AT LANDING SEE SHEET ST ENGINEER FOR STAIR DETAILS V TRUSSES - -- - - - - - - - - - - - - - z - - - - - - - - 1" NOSING 10" ifl rn FOYER co c) ZD 1/2" DRYWALL UNDER STAIRS PWDR BATH 00 co LANDING (3) PT 2X12 STRINGERS II STAIR SECTION 1 /2„ = 1 '-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.210 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-01' -. -- -. 1 111 1 , A I. IU 1...- j ;' III L. 11 1. i Al. 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 CENTERED 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 T/WALL TYP. U.N.O. SEE PLAN ` T/WALL 8" KNOCKOUT COURSE _ W/ (1) #5 CONT. (>: w SEE FOUNDATION PLAN z X FOR FILLED CELL v "'` w SPACING. U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. L w U w w = o cq waa 5; 2 Z p coo m W N W o� ,,:,' ,. Lo _Z ILL aWva m _ ' �F -- M a '$ d ado 6( 3: o O f- f- w l� ; i} ...•}«1 iy)' LL HOW W W LL = 0 bJ r „h W p H U Z Lo W(HO W'-2 pp s �'` w J f., a n i > ot, o VJ = `O cn U MN d EOM �� Nu 0 O 2 o _O } O u Q m S? � wCN nN, W L o EC6 9) N W W (� W LLI LU vi W 0 W~ Q J of Y Z Z x00m <o �Q�UO�JO Q Q U 3�oJZ�u 0z2°�zQQ Cy 0 aW�WOZOWO5fx -j(.9a,— YOZ_zLLoW Z= Oa. y0 (i O z - Q Q 0 W Q- w QI- �HU �w❑�U a. Z c a Q W 00 I D 0 LL Q 0 Q Z Q Q LL O O N Z O F-- >U)ao 0 F- M O Q � M � J LL N QWQL? co Q�Q00 z 1-- z W J O O co 0 N 6 04 4 O c O o O Z Z ZO � W oWn ��> Q L \ ~ / W W 2 Iw—I Z w rr_ v! L w D < =I- T-z < �z tz �w ( V 2 }'2 z� ^ Z z LL N w 0 O it w O Q M V�zZ z N m < 0 z U v g _O m A3 a z Z w J IT (y) O IN — LAST PLOT DATE Jun. 28, 17 0 J � DETAILS F-2 SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /419 = 1'-011 RAMED AT STAIR. P.T. TOP AT 10'-0" FA16. P.T. JG AT BOTTOM. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATIONS TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT1TS FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A PA Total Truss Quantity = 95. C i C_ C_ � DD D D P D �)� SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4" = 1 '-011 PLUM TRUSS HELI FOR PLYWO I W511111111VA SHINGLE R00H 12 0 ,OR =D ON A.F.F. 10 12 HANGER CHART J L = JUS26 ( USP) Labeled End Murk ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' S an or ss 30'to 60' Span P 6preade Bar / 6n08e�grees I----� -I 1- ti3tn,a T .e .� REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. C�Cenercl Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE =: RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR all I 11111 ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2386 AMERICAN DREAM CCA PROD/MODEL/ALT 7A2 2386B ALT DESC OTC LOT BLOCK (77IGNER PAGE MTV DATE 6 5 15 LAN# SCALE N317596R 1 4 "=1 ' ??? 11/18/02 9:52 AM CCA48.dwg L 0Y = W U W ~ u_ W Q J n o N W Ci Q 5; 0 F Z o co � 00 W0 OW W Z LL J w Q NW �� ' r l� O 00 Q 0 o z 01 om% v a ' LO k r A it 0(n }Z~ W'O r^ r, `(r ,� €t`sZ LLDo W W OLW_ ,= lav x a0 W p t— O UZ LO U 0 Z W�z�� F0 U) W W I— J wrr r•so > 0 ^ o W L 'i 011 u (M N N 7 N V) V CO W M D O 2 0 �s °�� �< �N U W Q: H W L 9 00 Et? CL W �LLI W OH W IW- Q W IX z iz W (D U5O<Z iy- ��z2 ¢oZ L000J: 0 Q Q q -O O W OO O Z W ? w Q ZW¢ W F � O O ❑J¢QQ ZWd LL Q 7OQ O2Q�Z9¢ Oo LL 0 I¢- ¢ u. 0 0 N Z W O I— > to 0 0 M O z Q � M � 2 (/) ti - QW<tp i� M z < U Q 0 z I- W W J 0 0 mi Cfl O N r CA CV r O jO LO O Z z ZO T WWW> W W — V��0 �0�a 0 > zW�Q U) � tz af - Iaf oC =�_°z v z 3: J ra V � %-� Z Zzw N W 00 0 0- W O a M U�> U) z N YQo z U U _0 m A4 a z Z 0B J w N r LAST PLOT DATE Jun. 26, 17 O 2ND FLOOR ROOF s FRAMING PLAN a PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. USP RT15 STAGGERED ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" 12 T.O.M. 15 METAL DRIP EDGE USP A3 2X4 FASCIA ALUMINIUM •>> 2'-0" WRAP USP A3 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 10 SO,F F I T DETAIL 3/4 - 1 -0 N PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" I_ 1'-0" L 1'-0" I_ 1'-0" I_ 1'-0" 11 LEDGER DETAIL 3/4" = 1' 15'-9" 0 7'-0" RIDGE VENT----, 7'-4" L 6'-11" SLOPE 5:12 I W g ��N I I I I I I SLOPE SLOPE 512 5:12 I I 0 U)L I I I ------------ I I I I I I a I SLOPE SLOPE I OJ � 51 :12 5:12 I ct) Lo I I I I I SLOPE SLOPE � 5:12 5:12 i 1'-0'y z _—� 1'-0'?6f ROOF PLAN B 1 /8" = 1'-011 SHINGLE ROOF 4" SCORED STUCCO BAND CONTROL JOINT 1'-1 4" SCORED STUCCO BAND FRONT ELEVATION B 1 /4" = 1'-0" 12 6 ,15 �5_ ....�■Irrnl,lnn■inn■Inn■I■rn■I■rn■I■m■Irm■Itln■I>t�n■ntm■Inn■I.�.. rurrnuuuu�.u.ro mr�.mr�rum.rnr�.rnrrn.rnmr�umm�.r�.rr ri►.. I. DECORATIVE/ T.O.P, \ CEMENTITIOUS AT 1 1 FLOORFINISH FF\ CONTROL JOINT ■ alai nun■wmu • \ A/C UNIT ■ AND PAD III)I'I ELEV AT 1 1 -A. 1-011 RIGHT ELEVATION B VKAUt LINE 1 /811 = 1'-0" 12 51, 12' ow N m z� 12 51 A/C UNIT 2'-0" AND PAD Zfl ti ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 2'-0" A/C UNIT --AND PAD Irr1■.....Irrr�.Irl.r.MIN .m r.rlrl.r.rlrl.r.rlrl.r.rlrl.r� .........-•...Irlrr.r�........trlrlrr.rlrlrr.rlrirnrlrlrnr�rlrr.rl nmm■mn■lun■Innmm■IIm■Inu■Inmm�mmi■ Inmin■m�.: �ammm�mmr mmm■nrmmmm �Inri�it:�mi�m■Inn■��nm�nm�ummmm�mn�i�m�i�ln�itmq�n�.�mm�m�nm�iinimm�■mnmmmn ' � ■mull.,, mlmmmmm.i _ nrmlrmllnmlin■Inn■Inn■Inn■I�m■Inn■mr �IIInm�111nmm111nm�111nm�111■IIn■mrin■I�IIInm�111nm�lr j��2ND FLOOR \ min■mn■mnmlmrmmmmm�mm�mrm ri ____��CONTROL JOINTnrmnulmlrmmm�ilrmnlmnmmrmnll� nlm I11■11111■11111■Ip11�11111�1(r111■11111�[�Irl■11111■I�111■11 1■I�111■11111■lilll■IIIII■11111■11111■Inll■11111■lilll■Ifl , �nmm�.m.rnmmnnnmmmm..rmmmmm %ECORATIVE1 CEMENTITIOUS FINISH ELEV AT 0'-0" , FLOOR FF\ _1��GRADELINE LEFT ELEVATION B 1 /8" = 1'-011 GENERAL NOTES: * G.C. VERIFY ROOF RITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 5TH EDITION (2014) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1245 SQ FT VENTILATION REQUIRED = 1195 SQ IN VENTILATION PROVIDED AT RIDGE = 80 SQ IN VENTILATION PROVIDED AT SOFFIT = 1120 SQ IN 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT E6 DETAIL 3/4 - 1 - ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 7 3/411- 11-011 N N N N 2" 2" FALSE FOAM LOUVER DETAIL TYP 8 ,- 1 1-011 6" 1" 4"1, 4" N N o 0 o co EPS iv FOAM iv BRACKET DETAIL 9 11-011 NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO 5TH EDITION (2014) FBC, RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM CEMENTITIOUS NOTE: APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND 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 = W U w u Oz w¢_ J o N wW¢ > Zm co Q w0 Ow CID �U0 wzU- 2Q NW Lo O > J ¢W�Q � � co Lo 4.-ppFF woo> p tL woF-0 U Z Lo co Z Z vt- n w �(D_o o m ¢ 0 N r, E c �? o W L � M �c' S j 2 C C �L- w t O 2 m O o U < Cig •V) f' W yr CD ri � a a W W (D W �LLI vi wo wHd M _j ��YzW Z W�-JQoQW( 00J0 Q Q U <O0 Ix OZ20� o�n°�a6LLtw0000ZZ _<Q p p p ��o-jzww�ZLL�¢p w0 a. 0 Z C� W _j¢QoW<55_wz <ow 2F-P ;>;wamo o ::) oQZgQ it ¢ ow iL¢ O QiL O O CV Z O� U) O O 0 I._ co 0 Q (. Lo ILL awQL0 1--wa.cM QUQoo Z 1— W W J0 O mi T_ O N 01 N d 0 0 O o Lo O _ Z z —z° m WW�> �Wcn Q Uo 0 � 0 Q ♦>^ V F--r U— Z w I- H :D J ~ w = H = z Q L0�_j z (� V 2 �2zw 111,.0 �Zz N M W 00 O 0- O a rn UWzz z N =QO Z U U � M_O W A5 z z w ■ J M c . i o 04 r LAST PLOT DATE Jun. 26, 17 0 EXTERIOR ELEVATIONS & 1 ROOF PLAN NOTES: UNLESS OTHERWISE NOTED ELECTRICAL DETAIL: ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1/4 if = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2011 NFPA 70 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2011 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2011 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 410 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to Tooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS DOOR JAMB TRIM BASE TRIM INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io -SWITCH 1/2" DUPLEX _ OUTLET Fo 0 0 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 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 ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 69 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE �B} CLG MNT PREWIRE - FIXTURE BY OWNER C} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: O 40W A 6" ROUND OPALEX - ALTERNATE TUB(SHOWER CANS MAY BE ®' 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY RECESS CAN OR LED OWNER ' 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH cM COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR s0 SMOKE DETECTOR -U-18- UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 24 � 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND O 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W( INTERCOM) ® MASTER STATION ® ELEC PANEL 0 VACUM OUTLET AT 12" L/RACEILING RETURN AIR (W/ SIZE) ® A/C REGISTER T1) THERMOSTAT TPI SECURITY PAD CTI ELEC METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. SIN, > O0 N'011 o � � N tN V 70 c � r-` _ t o O 75 2 o � •:/i s U 6' � � � W Q v C ^` W L w 0 EM � a �0 LLjwQ�2Qm3 w i— �6 wO~wwvwgYZLJ o' 0wn�-00° QQ<Wa 'OX�uiw2z200,�~ �Zu)w wo_ OROOMOZ - Zw UJa V a ¢ oZ wwoWO¢0<QzZw ooe� ¢ oQ9Q¢LL F O _u- co N O N o Lo 0 qql- -0 N � L/ V ) N O fy O 0 m z wM Zo -Ji C Q Z Z LU J CD 0 (V N 4 O c O C) LU 1- 4 r< V 00 M N O O N Z O� > (n o 0 0 M O Q M P, ���ti <w<Lo co T Q U Q 00 Z I- W J O O d' We LAST PLOT DATE Jun. 26, 17 v Q W (q W�- WU�� � 0 CL ZWF- WI.- � ~000¢ z =I-=z Lz ��z�azz 0 (L w �zz �a0 U 1ST & 2ND FLOOR ELECTRICAL PLAN B z z W J 0 0 U 1 1/2" FILLER 1 1/2" FILLER� 1-1 1/2" FILLER �I. 2'-0" 1. 3 -0' IJI. 3 -6" 2'-6" 2 -9 u_ i i / Cfl \ / j� --�� HOOD LL LL 00 -1 M 00 REF SPACE 4" BACKSPLASH r VERIFY W/ MANUF LOF7F M RANGE 2'-0" 3'-11/2" 1/2" FILLER KITCHEN 1 /2" = 1'-019 3'-6" HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH KNEE SPACE 2'-9" 2'-6" T-0" 1/2" FILLER 2" FILLER MASTER BATH �)l /211 = 1'-011 2'-6" 2'-9" 1 1/2" FILLER I N 00 00 co O M M FOOTING SIZES AND RE -BAR UNIT'2386 - B' - BUILDING SECTION 3/1611= 1'-091 SHWR HD T VALVE 1 1 1/2" LNU PANLL 2 KITCHEN ISLAND 11 2 = 1 -0 6 MASTER BATH 1 /2 = 1 -0 12 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" (--BACKSPLASH 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" = 1 '-0" r�r�r rwir.�w�rrr�rr� �nm SSES AT NGS) Fo N I JWN FION ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLR FF 2X4 KNEE WALL TOP AT 34 1/2" C C 4 1'-0" L L 2'-0" 4" 3 KITCHEN„ 1/2 — 1 -0 SHWR HD WALL a� T 0 M VALVE �- — SPIGOT C.? 2'-9 1/2" 1- 3'-4 1/2" 8 BATH #2 1 /2" = V' FOOTING SIZES AND RE -BAR M M WIRE SHELF "HANSEN" BOX �220 VOLT 14 1/2" X 16" DRYER VENT RECESS I I I I Fh I I I I I I I I I I I I LJ I I I I UNIT '2386 FRONT SECTION 3/1611= 1'-011 (: ) 4 �/T2 ��—'Tl��-0 1 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF E i 0- o w cli co N V -0 j � } U_ 8 t �ci }< �N U W Q� N 00E M � L. Ww�~oQ ow wozw <9yO, , zo Q CU ��LL�oLc� o CoomZoQ ���OOaQ Zz w C1�0awwww¢oofZj �apWQozWowaQ Z ow o oZW O 9¢IL iL¢ O O N Z O Iw— O O M O Q M LL 2 awQ�? M co Q U Q Z i-- W LU _j O O cD co 0 1 N 1 d' " O C O 1 2 N >� �Lo 0 z z —z0 N � WLU�>_ Q LLJ o Uo�� N F-0Wa- LOf'—^ uJ H LL ZWF— F- ~mOQ =�nnf-=z V Z J D 0 z z LL W 00 O_52z Q M UU)zz .. zN ao CK Z U oo U � rz z A7 Q z Lq It w C) LAST PLOT DATE � Jun. 26, 17 Z 0 B — INTERIOR J ELEVATIONS NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1. 1. 6, "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION, 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS G AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (WIO STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/360 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 6.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 tz" 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2. 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" 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 ANSIfi PI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' 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 = 1,850PSI 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th 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 siggn which identifies the termite treatment provider and need for re -inspection a Itreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall not be installed whin V-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 in°tial 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 A - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required 9. FRC R318.1.5 - n ete over our nd mortar along the foundation perimeter must be remove �a ore exter or soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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. AInTC. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. co = W W W Q J Q U ~ N i 12 Q cv WOW QUO OW co wZ_j i U_ J QWr� �LQ � 9 0 O 2 CO I- O v IZ t T xt H 0 W i t: BZ Z ~ LL n0 CO tit I r P: W LLILL 0 W p I- O U u-) Q Is °3E Q -� w m = z_ CD = p J �0h fA = 0 F_ Q m LO � E O c? �} �� cn Li Z) a- U co a W E L i O Z)O o 0 Ll o Q -s U�� } V w Q� W 1.. 00 E M a ) W W Cl) W ow uj W0H WIW-a W�_j IXQ F_ZW Z �02_j <�¢LLUO0 O Q Q V Q DaOJQZLLLL0zM0oFQQ co 0 WWajZwwWz�ofZ 0af o�QLL LL ¢ O= O CV Z Uj 0 f- W :D ti > (n O ZLOQ�MI"- J c G (0� 0Y cM r aU<oo Z H LU W -I 0 O N' O N O C)C)0 O > � LO 0 Z Z O N I:)W (n W~' L Q 0 Z) R 0 N0 Q � W Oa=Q LL/ Z `- V J LL �- =- W Q O LDO Z W Z ( � 20 V >-2ZLW NW w o_32W 0 a M v�ZZ • Z Q O Z F_ U � 0U o W Z SNO Q Z Z J W M o �- LAST PLOT DATE Jun. 26, 17 4_0 Z 0 STRUCTURAL DETAILS INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING A/C UNIT 2) SHEET METAL CREWS PER BRACKET �4) HURRICANE RACKETS 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 + + + + + + + + + + + + + + + + + + + + + + + + + + W + + +- + 15" CDX 32 0° Q PL/YWOOD OR + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x— lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap o k k FILL CELL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap o k k FILL CELL STD. 90° HOOK BOND BEAM w Q STD. 90° �— CONT. #5 CONT. #5 HOOK BAR BAR .. .......... . #5 CONT. FROM CTOUNDATION HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap / - � 4 max. 4 Clinch nails when possible 1 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 %$" 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 in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam B KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking UsP 3" (10d) nails at 6" mc. QY/ Provide adequate bearing for each lapped joist. Odnails SECTION "'INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Tight fit u 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - 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.* �When 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.-- tst UU I ANY VVMtKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. .. MWOM -_ ME 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 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearinq Location Series I Depth I End Intermediate @ BCI5000s 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 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d I 5-16d 16" 1 6-16d 6-16d 2" min. 4" max. WEB STIFFENER N.T.S. Plumbing Joist ]-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. \nstall tight to top flange. \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. U M 5/8 THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a I I� =1 11-111=111=1 I 14 a I—I— c W I I :, 111111 "• 1 1• f-- SLEEVE THRU STEM—/ SEE PLAN FOR °. 4 . • ; . • ° FOUNDATION INFO ° c d. . STEM FOUNDATION GRADE REINF. SEE PLAN d d a —a X p I —III —I I Ili= 111 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a I F� i SEE FIND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE/F PENETRATION PLUMBING LINE 4 d ..4 A d c° d Z • v 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 d -I I II I II I III �� d.I- p d I SEE FND. PLN. SIZE & REINF. co =W I)f W wa Q U o WaQ 520 z: z❑ N N W 0 W OJ t 0wo cfl W z LL_J bus... L0 O 00 2 m T � �'� 0 yam✓ ° �m, y`� �T�yy z _ �v/ J!1 py W❑F—O `— `�y �� ❑ Uz�U }QWU mz=z W ( fir F- Q >a ❑ J U) ❑ m F— I— Q N >O^ o VJ i� L �O �? U a M cV 7 N V CO d r°)i C C'iw s o W S 0 B o O U ,� o < Cfo .N W Q� N 04 c Q E , 7N CL V F ; W W (� W Ww¢ 0 W§°zW Z �����0����UO0-�0 Q V Q F— j0x_zWLLOz�O❑�Q� 0cn�90�OE200moz U (� O (n 0 z �0a>zY0ZzLLow0 ¢~<0W<F a. WWo2VOQ 0 � 00LL o�¢9Q Q LL O 04 Z W 0 f— > (n O rn z coO QWr U-) LL 't °o Q%-Qr Z 0 F— W W _JC:) O O 0 N I O N 4 O � O 0 0 z z cu owO cn W � — U ❑2Q J a. LU Oa= - Z W F- I— � ~U. m0 ae (2�_=z .90 O 3: J z i- zW N W 0o �a�W 0 a M UU)zz z (� F- se Z U V � M_0 W Q z z LU M T 0 Cq r LAST PLOT DATE 0 Jun. 26, 17 0 STRUCTURAL J i DETAILS 12 (TYP.) VARIES INSU (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE I 15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2.12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" Q.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. li I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA iiiii_2x W/A HABITABLE ROOM 12" .N.p. SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS < -SEE SOFFIT SHEET INSULATION PER CHART ON SN1 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cl) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" 71 BELOW GRADE E� r.° D z 00 � M � =III=III=1 I l i all, D/ 00 6 MIL VAPOR IIII D I I=1 I I- = z BARRIER I I p r a IIIIII =1 I D • III `2 COMP. SOIL. IIII ° (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR III III III —III —I I I I I ASTM D1557) (2) #5 REBAR CONT._/3" 1 MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" ��S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14"—[�O.H.D. RECESS �, z 00 T SEE A/S3 OR J/S6 ---- -I 1 1 III —III I I -II �I—ilI II[' FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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 v (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.)4111- C WWF OR FIBERMESH "' ° ° ° D D I I -III -III -III -III-III-III III -III -III- \r1i D IIII II I II I IIIII I IIIII � ,I' 1 8" 1 A v-T , ,-. , ,F, , r.. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-0" OIL ° a 4 A.F.F. a. �r a ° ° a A.F.F. 4 Q . ELEV. -0'-3 1/2" o 4 2x4 CONT. LL d ° N GARAGE DEPTH VARIES GARAGE SLAB AT STEP rB l SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ` -TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %8" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TOP PLATE TRUSS ALIGNED WITH STUD BELOW USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6 (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON SN1 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH �31/2" MIN. D=III=1 I I- I'31/2"(min.)- 4" 00 D °D -I -III-III 31/2"(min.) - 4" I I=III 4 I- -_I- I =III _ III- 11=I III I III -III I I' (2)#5CONT. II iillll���IIII�IIIII�III I IIII- �, 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP as SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" 5/8"OR 112" 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/I 2" (A 0. 00 fOw . L� O SECU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ,Go \N�o s 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C I THIRD POINTS Vx P.T. STUD INSULATION PER CHART ON SN1 #5 VERT. IN FILLED CELL STUCCO FINISH PER C. 926 3 N LAYERS W/ OTAL THICKNES7/8" S OV RPPLY "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH `2 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE �„ ° D D z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi — D D FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy=60ksi] ° -III=1 -III o °° 6 MIL VAPOR BARRIER -1 I III o D ° I I=III=1 I I=1 I I=_ - 1=III=III=III=III=III=I I I I -I I I=I I M I I- #5 REINFORCING BAR R 17/8 D p. o° D. ° ° D III=III—III—III—III—III— Z ' III D: 11=1 11=1 11=1 11=1 I I' T #5 LAP SPLICE ° I=1I1=1II—III_II1=1I1=11 II II III —III —III —III —I III I I=1 I I-III=1 i I I I -III —III -I I I-III—Illi- `�' COMP. SOIL. (COMPACTED TO -I I D ° I_III_III_III_III_III�- r 95% MODIFIED PROCTOR ASTM �= I I=III=III=III=1 I "Ill I=II=III ,III D1557) -I II „IIII IIII IIIIIII1I� 1- -,,,-�-�—I �I I II I IIIII I (IIII I Illll l lllll l lllll 11 l lI 11 4" 1, 4„ Iil—I�� FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M 1 T SEEA/S30RJ/S6-----Illii�lllillll Iliiilll= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC IRY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT . ° P INTERIOR 2X STUDS @ 24° O.C. u.N.o. a.. 4. -3 1/2" a ° GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE 211 ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB d = 6x6W1.4xW1.4 N ' M WWF OR FIBERMESH ' M 6 MIL VAPOR BARRIER III-, I IJ , I I I I 1 1 i' I IIIII i IIII=III—III=1 I I=1 I I=1 11= 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 10.1 . REINFORCING 91 HCYOM ,6 LAP SPLICE I 3 1/2" min.) 4" CO REBAR DETAILS r F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH GRADE =11-I-III=III=III=III=III=III _ _ =(1) #51REBAR w/ OPT. -III=III-III-III III III=1 I I ' �—III—III—III— I I= I 1=1 I I— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N M _ d ^t7 ;? _ -__- - ° a ' d I M li II a a -IIII SEE A/S3/J/S6 -41-11 ,III=1�1 Ir_4� I 1-III , , 18„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D W EL co III=III=III n 6 p . I—III=III=III g ' I=1 11=1 I I I I -I �• '-III,; III IIIIII; I I 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. FOR WALL 3 @ 3rd PTS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" 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 I -III -III -I I IED III 1�1=1�1=1�1=r (2) #5 CONT. =I I I -III, -III, ON T' CHAIRS 8" (TYP.) 1'4' 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 GRADE — c� = w z EXTEND FILL CELLS TO FOUNDATION PAD _� :d. MAT REINFORCING. T' ' M a a d ° °. 1-III;-III,-III,-1' w �o o o =111111111I" a� . l III=III=11_I- - z a u- CJ W III -III -III -III -III I I I -III -III- ' OOTING 11-III-III-III-III „I I -1I I-1I I-' BEYOND PAD REINFORCEMENT—/- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rn of =W w w Q < c/ o Wd< Q W 0 10� = Z ❑ r� i ���� i' 0� N IN CD a:U0 WzJ LL}Q�Wq W < _ 'I s /. P `� ^ 4 0 p 00 yWJ In poz F- v W z E.> ' " a is i 1I1- < r O Q ,Q (gyp. Q Sy. ,j p4- W y.. r` y< , Z r LL LL Q Q k�. `r 11> C .`! Z � P O W W of U-,, W Q 0� n CaZ2Z W 0 < W � �Q w =ohm F_� Q n, K E o � W L O `! CIO Mry IN t th 0 2 O O ULo Q .Ns c� w N W L cO E � 70 C) 0 C) a W w ii_j<0�w<,UC'O LL QZ)xQ z�oz2�0E-Q� 0zow0-0m0z J0 � 00 aU)x < U)wcy _j a>ZY0ZZ'� O W ()9d fA 0 Z Q~W�H�5 62c)a. 00W 0¢ezQ< O < LL O Z W 0 I— _>(nO w O M O QU)CMt) ti F- r CM Q>- QQO Z U Wz W J0 0 N N o � N O O > LO 0 Z z WO W0�> Wu5 Q 0 ` ~ 2 / OW=Q W W H I- W F- � O= I- z z W 2E Z X_ W N Lu 00 0 _j a M U LLI U)ZZ z (V �QO Z U U O a r z z W v M 04 04 LAST PLOT DATE Jun. 26, 17 O STRUCTURAL J e DETAILS —MONO � ,Ill. .I Abu,,. ...Iir , I if .�I�. �o I ; f Ii _ ff_— - — (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ V/ tT " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 Z-1 p) SEE ELEV. , I 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 v 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES 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 NAILS BLOCKING (TYP.) \- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 54 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 d 8 STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J Q r W 0 FORM CREATES CONCRETE RECESS TO (N 2x4 OM.) 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 JI;ALt: N. I.J. d g d 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. 2x TOP PLATE INTERIO WALL EXTEROOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑A ❑ ❑ ❑ 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK JOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL d d d ° DOOR STOP a v d .d ' . MOLDING r� U) GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT, PLATE TO CONCRETE """' REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLK, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. SCALE: N.T.S. �S4 sFF NOOw N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 wl (6) 10dx13/"@24" O.C. 10d NAILS @ 8"— O/C TYR DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS Op°OOR NOT REQUIRED @ BEARING NA WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL (*�Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. A , -� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 O ( 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 USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 01C EDGES & 8"r_7 LOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP / CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD •1 MAW 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 t 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 - 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 ' 48„�PLICE STAGGERED J G 1 Od @ 8" o/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO'fbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP n moor or, i,+ SPT24 or or i,r fl- K. 10� ST I M' TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 SP SPT22 USP SPT4 d . d 2X8 P.T. BOTTOM Pr E USP SCALE: N.T.S. 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) vor or "+ SPT24 SP S U TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT2P 2 /AS / SPT4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-o" O.C. MASONRY WALL SP 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 — WALL PWALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 U) 0� = W I- U w LL w Q Q r 0 W=04 0 z co N QUO � I " W Z LL J.LI1 QwNtQ 4 g 0 O ao g{ LO F— p C'-" Q I a n Q Q Z W ADO`a �F� I + N ' Z Z w LL ��C'.. UJI � w =O �O w=o w o I-- O 40"co, o W �e W(5io J Cn o m s 1-1-- • L0 LO '2 E c W `0 `1 0 %` ' cM N Ln tjCi 0 D O 2;? o rn p L-0o ° Q -5�Z •V) U LJ D:;� L O M 7� V \ 2 a a N !VU W 0 LLI gYZUwF-�mJ gf�- W20,0 wQW of OO��NLL UOO wI- Q Q'z�au 00i200mZz JZ 0Zm0<a0Q Q nay5 LUWv5Of</WO oZZ) �a. Z Q Q O J Q Q~pw OW 0 Z W LL oOf o �a O o¢Z� O N z LV 0 I- 4 �_ U o M CD F O LL. It 3; f� <z w UI 1-- cy) �Ua00 Z W III JC) Cfl T_ 0 N N d- O 1 � o O > LO 1 O �_ Z W O co 0 W�- '-o 0 V � � ~ d LU OW-r 0 W — 1--�I H ~W < I..L Z Q r V Ztili J 3 ZX Z Z LL N Lu 00 O_j2W O Q M ULOzz .0 z QO Z F-U V J a M_O W � z z J v M04 04 r LAST PLOT DATE Jun. 26, 17 O STRUCTURAL .J DETAILS USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD x 7 BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO 3 BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS VERT. WEB TRUSS 15# FELT SPACED @ 48" 0/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 p PARGE COAT OF CORD ATTACHED W/ (2) 16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. 2x4 "T" ON TOP 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 THROUGH 3"H CHORD DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THRO 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 MOISTURE BARRIER STRAP MISSED VERTICAL SCALE: N.T.S. WEB; USE 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°+ FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" 0/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END GYPSUM WALL BOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 5/8" x 10" "J" BOLT @ 48" O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj REFER TO SECTION CV CV SEE STRUCTURAL- 1A ON SHEET S5.1 - r NOTES AND NAILING FOR X-BRACING, AND r M M TOP CHORD _ SCHEDULE FOR BLOCKING CO co 00 SHEATHING DETAIL INFORMATION 1 1 2"x4" CROSS BRACE WOOD TRUSSES 1/ APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACINGit EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS �r 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d �1 AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48"' 0/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.207 , L = 4 1/2) OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. UCH NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SCALE: N.T.S. e 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 91NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 2"x4"!�-/ RUNNERS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" 0/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2) 16d NAILS ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT 2x4 OUTLOOKER @ 24° MATERIALS TOP CORD t24"O.C. (OPTIONAL - SEE ELEVATIONS) 2x4 OUTLOOKER BLOCKING FOR BACKNAIL W/ (2) FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ USP RT16 OR EQUAL @ NOTES AND NAILING EA. OUTLOOKER SCHEDULE FOR LE TOP PLATE SHEATHING DETAIL ROSS BRACE APPROX. 2"x4"CROSS BRACE M RIDGE FASTENED AT APPROX. 8" FROM US JOINT W/ (2} 10d & (2) RIDGE FASTENED AT @ EA. 10d TOE NAILS @ EA. END EACH JOINT W/ (2) STUD 2X6 FRAMED WALL - SEE 10d & (2)10d TOE WALL SECTION FOR SPACING NAILS @ EA. END 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 2x4 PANEL BLOCKING W/ 10d NAILS @ 6" O.C. EDGES @ 48" O/C FOR THE AND 12" O.C. FIELD FIRST (4) ROWS OF 15# FELT TRUSSES FROM EA. PAPER BACK METAL LATH END TYP. TOP & PARGE COAT OF CEMENTITIOUSBOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN W/ (2) 16-d TOENAILS O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV. TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) vviv . o�rvuv�a vor nun iv � r./ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W/ :.. (2)12d TOENAILS EDGES OF SHEATHING TYP. USP RT16 OR EQUAL @ EA. "L" BRACE TO OUTLOOKER 24" MAX. EXTEND AT LEAST 90 0 OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS ( 6" O.C. EDGES AND 12" 0.( (2) 16d FIELD NAILS 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO BE 7/8" THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR USP SPT24 @ EACH STUD TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 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 ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN z w a_ 2x4 BLOCKIN 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE 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" O.C.� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL(_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C �-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ui ---- - - - - w o ' 0 z o w w d 0v o 'CD v cf w 9 o T � cc L o ' o o 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION =W � U w ~ W Q u_ Q W d Q = zo N W 0 c� w U O Z ow kT pis �-�m e. w LL J Q W Q a r O � -0 N z H H ... W 2 � QI—Z J0 _j Q mZpW 0 >z " w U_ Z) 0 � (D _ " ` 0 w0HO ,� g 9q m z = z Ill (DF— Q wN�_J 'y-�y'`•t 63 4,1:.s (�w" � =ohm �� E 0 o L. 0 CM N N M co N V -Q -0 w 2 E -- '- W 0 B o 0 �- o Q s 0�e } .N U LU �N C W Lm Q E ^ � � a a W w W ow (6 w0H w�Q W� ; of z� Z W02J<0 3:m< <1iU00J0 Q Q () <ox-i W ozmOo�QQ n Oz ��na�OZOEROO 05wawmwww�nIxW_¢8 � � Q QpWQU5 �_�� wz, aa. two Q LL Ow O� o �a 0 ¢ oQz� Qw O N Z 0 f- (n O �I--MO Q(/)co) I 'I- LL <w<1 L? ���..M a�00 U Z F- Z w _j O d' 0 N N d' 0 1 c ' N O 0 � Lo 1 0 Z o cu Ww� 0 U?�o � a >_ UJ Oa=� �//�� I-1 Z W ~ of c/caZ Q v Z ?: J 2 Z w Z Z ILL N LU 0000 O_52W 0 Q M UU)ZZ z (**4�a0 .. Z U U � O m Q Z Z W J NT M z LAST PLOT DATE Jun. 26, 17 O STRUCTURAL J i DETAILS 12 I BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) -SHINGLE ROOF 15/32" CDX PLYWOOD OR 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 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ A. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o i W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 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 w = INSULATION PER CHART ON SN1 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B Y R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ DIVIDEFOAM. DRAFTSTOPPING SHALL THE CONCEALED S6 S6 SPACE INTO APPROX. QUAL AREAS. o# ` FLOOR SYSTEM METAL SEAT ER PLAN - O OR FELT PAPER FOR - MOISTURE e a: I BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSULATION PER CHART ON SN1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c NFINISH GRADE 00 M — — �—III =III —I � I —I I I —I I I —I I I —I I I I I I ___ 0_ 6x6 w1.4xw1.4 - I I —III —III —III —I I I I a °_ II�=I�I—I�I—I�I III III —III —III= o z T WWF OR FIBERMESH -� II I—III—IIIEll I I ° frT wnl STD. 90 `HOOK (3) # 5 REBAR ON 3"CHAIR 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-O" USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/ NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALLS f BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BR @ " ACE 48 O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING FEND 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 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. USP HTA20 @ 24" O.C. W/ 10-1 Od X 1 1/2" NAILS INTO BLOCKING TRUSS & MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ - (2) 10d @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. -USP HTA20 @ EA. TRUSS W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=l'-O" (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 TRUSS) 0 SCALE: 1 1/2"=1'-O" 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 °JI<: a d< IEl I —I I ''-III a I —III =.- .° : °—I I I=I L I= —III III— a I —III III- -III,11=1kll(3) #5 CONT. ON 3" 1 III lil ; it„lil jlCHAIR W/3"MIN. 8 1 -8 8" CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART "S" = NAIL ING 1 OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C ONAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 6" O.C. W/8d COMMON NAIL FOR SYSTEM OE STAGGER 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 BOT. OF TRUSS) NO JOINT BLOCKINGG IS REQ'D. SAME NAILING\-2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF JOL PATTERN REQ'D I A I A I I r%I Ir-ATI II\Ie% I Ie1TAI I n ILIA II IL I/'\ f%^5 Ir-r1 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. — DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16, (3) (3) (2) (3) 1 (2) USP LSTA30 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 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. P.T. BOT. PLATE F OpF.Qj FLOOR TRUSS i BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL S6 (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 7 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 1 .0 . • °. .d n .. e a d ° N .° .. : . A! ,d. ,a LI '' (3) # 5 REBAR ON 3" CHAIR 4" 11-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 =1 o0 Cl z @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. v7 = W ~ U � W U wQ U) rA o W d < ice- F- Z❑ N N �w/0O LL cow Gp wLo / f .R jOD w m �ONZ •i��gVJ3 Y Z. i ~p�. U-)Q < Z p \h, is p O W yam/ 1 `" ,i Z �(�- = Z W �z F- 0 w W t�� � bc� I T s O �w=p W pl-0 t fz p w UJ H- =0�m F=-m Q � `1 E M O \W ' ch M to V Jo° - a m - E L O 2 0 2 0 rn} pLLg < � • c LU fy L �O E m n -0 LLJ N W W ow w r— < of O-X O��� wOH 0! z 0-1 z U O O LL L.L Q U Q < J a �Ci >< za l 0www O�00m90 J OZM� M�- O Z m�a�mwwL��of< a~<il OwFmZwzp2U Q Opp p 7 pQZL< U- < 0 F- < w O N Z W 0 �— > (n O z co O Q U) M Lo U-� 0� CL M r aUa00 Z f— W J O O O r O N 1 O) N 1 �t O 1 c ' � O 0 i r Lo 1 0 z z WO w(n � Q Uj�o a.z � W W W F=-Q F- U) U. ~mOQ I..V F- = Z a r=�rr1� �/ Z 3: W 0 LL N w 00 0a�w a M U�zz z (V ? Za0 U a. co S6 Q z z w J M 04 04 r LAST PLOT DATE o Jun. 26, 17 O STRUCTURAL J DETAILS -MONO DOOR JAMB (REFER iX4 1/2" DRYWALL DOOR JAMB (REFEt 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAI 1 X 4 1 X 4 3-1/4" LONG X 3/16" 0 1 X 4 FURRING 3/16" 0 X 3" LONGFURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16P.T. TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2++ DETAIL MASONRY THROUGH ++ 3 DETAIL 1x4 P.T. & lx8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3116" 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-AX3 TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 1 X 4 FURRING 2X8 P.T. WITH 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCON2X8 STAGGERED @ 16" O.C. 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 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 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 ,r 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE 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" 2'-0" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER 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. RAID. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) - EXPANSION STRIP —SEALANT _ 6" MIN. LAP SPLICE W/ REINFORCING PANEL PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (nP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24' TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND - WEDGE BOLTS 1 STRAP = 1225 # 4 - X 12" IO O1" 4 4 (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 4Y2' 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 , SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BY— / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. USP RT3A SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. °. -11 °- D �°. ° II -III -III -III -III -III_-' ° °III -III -III IIII IIIIIIIIII; I=1 i t=1 I I GRADE ° .. D ° �I I, I_I I- M p . N 0 t> 0 (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" — FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S 1 IAIAn( C:DTARI 1= IKICTAI I TIMI FILLED CELL INSTALLATION / H SCALE: N.T.S. x + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 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 'TN z PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT �+ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHFFT R12 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD 0•C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ 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"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 GOURSES SOLID W/GROUT 4 a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER, OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN e a - RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. NISH o . .. � Y ° ° °D °' -10„ a ° a CENTERED W/ ° .. � 90° H ° IN TOP o ° KNOCKOUT/ N CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN -� I ° AND SECTION DETAILS -1 CLEAN FILL DIRT z ° STANDARD CD D ° 90' HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. - DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO r w EXISTING BOND BEAM 0 ¢ FILL CELL FULL HEIGHT W/ LL NON SHRINK GROUT. A 1 u- g v #5X6' EMBEDDED INTO Z g EXISTING FOOTING N DRILL 3/4"X6" MIN. HOLE / SET BAR IN EPDXY ��-• EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2-#5X6' IN CONC. FILLED CELL SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. U) D_ = W w LL w Q ¢ 0 O Wa¢ = Zm N CD N woo � W Z OW co W J Q w ¢ [ .R O W Lf) 04 H H W a I R ;„ R' �QOW k �Z W HOWW C (n I a = W Z Lo x ✓L''' r ¢ W CO _� Z Z i- W W U) I.- Cnw . =ohm �� a SIN` 4) 0)LO ^ E W L -O 11 u co V)u-0-0-41M E L s 0 B QoQ O Lg - Q v/} t Ua� •V) W 0-- u (V � W L 00 E M .9) C) rz, a WQ WS iu)o WOE WYOW z wWW UO0 aU ¢C3xQQzw W w���Oo -jZ0�LLI z� D � To 9-1 zW O w� w �<Fjz,.0 QR p w.Q<z LL_¢ gH�Y Oo ¢pW uQ o¢a® LL 0! O N Z 0� >_U)O 0 � M O U) M 1 W �X 7 w U-) z Q >- Q 00 Z U z W Jo C04 0 N O) N + 0 E � o 0 > Lo O Z z O � wwcn 0 U?ro Q W Oa-M Cn 1--� Z w ~ LL I— w = H = z Z 3: -1 (Qn � V >- �ZX a Z LL N Lu Oa2W QZ O a M U�Z�, .. z (V �Q0 Z U J M_O W � z z J M 0 o r— LAST PLOT DATE Jun. 26, 17 O STRUCTURAL _J DETAILS-RETRO FIT THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE: = 1'4" 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. STRINGER MUST MA CONTACT WITH LAN'. 2x4 CUT C.. DOES NOT BEAR IN WALL GLUED TO 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING I�1 ALIGN THIS STUD WITH FACE OF 2ND RISER -2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP (USP MTW12) BEHIND D NAILED TO FLOOR WITH GLUE RISER STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP 10 2x4 PT NOTCHED IN AND NAILED TO FLC AT STRINGER COW CTION VIEW 11D11 SCALE: 1" = 1'-0" �4" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN 4" H AND 2' GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 syp AND NAILED TO 2x4 SYP NAILED TO STRINGER blocking for FRAMING BLOCKI FOR strap (U 2x12 STRAP (L SP M TREAD MTW12) 2x12 TREAD GLUED GLUED AND NAILED AND NAILED "W SECTION V SECTION VIEW "E" 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLUE A NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Ll GLUED AND NAILED TO STRINGER POINTS POINTS OR DRYWALL SPACING x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H H SECTION VIEW E SECTION VIEW SCALE: 2' = 1'-0" _ SCALE: 'z" SCALE: 1" = 1'-0" I EW 1'B" SCALE: 1" = 1'-0" :R 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a" AND !'GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO RISER AND TREAD 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. I GLUED AND NAILED TO STRINGER DRAFT P SYP DRYWALL STOP NOT TOUCH RI SINGERS :4 BLOCKING FOR 2x12 4 PT UNDER 2x12 NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. -3/4 PLY" ON DECV --2x8 SYI AND N/ FRAMII` 2x4 BLOC14 C DC V CL ULUF—LJ AND NAILED TO LVL SE -rno nr 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER + SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 1" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTT( OF NEWEL POST PER CONTRACTI )ER PROVIDE SOLID BLOCKING ✓L BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST CTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" J 1 HI ix I,.oUIV0 I I%UU I IUN Ur— I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT _TO )ISTS) 2X USP (1 u - POST LET INTO -OCK DE ING )X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES ECTI ON VIEW "H" SCALE: 1" = 1'-0" U) w =W H w Q Q c� O W CL Q p = ~ U O W Z ILLJ,; W r .y z O ao — O v ILLZ.." Qr h �r it Q�Z , —0 O z F- p JW << > Zz CD Z 11 .. LPL/ :D uj 6f .at V § UZLO WU�#�W w C7 2 p C] J_ Cn =W~� _= Z /�� � E U W �> to V O CO v M .. = /1� L s o E Y/ D O o o C o Q U �Nn, w Q 7W L 0O E� V 'a _ F-a V, W wW WO Dui vi ~ Q �~z F-Q_wzW�-OO -0�O LL _JV QOX1 oz�W�I- LL OO QOOmz V CJ' 0za � z w d>zWYoZ"-0W0WIL WOzwVl.-�2imu � J OW 0 D 0¢Z Q Q LL < O F- Q LL O O zw > U) O O O 0 cM O Q�Mf` LO C G U � LO C'7 aUa� Z I— w W� J O O J d' (O T- O CV O CV 4 O 1 2 L N O IN O O Z Z 0 W O (5 � W F-- — 0 U ?�o > OWW2 o = Cn H Z W Ir— Q f- LL mOQ =F- = Z Q (9O�W Z Z 02 0� ko aZZILL N M w LU O2W O a M (.)0- Uz .. Z (� �`� O Z U U a _O W ST Q Z Z W M o LAST PLOT DATE @ Jun. 26, 17 0 STAIR DETAILS _II 11-1u1r-FTIT7--TI 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 FIG = 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. 8. 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 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 174" 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 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: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads AST-444cm 4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB BF12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-0B 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-lB 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 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 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 (37) 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 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRET! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB BRF18-OB 8RF22.OB 8RF26-0B BRF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-IB 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8W (34) 7917(19) 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19) 10893 (48 9'-8" (116") PRECAST 411 466 999 _1568-1 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -40cm SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN*. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42') PRECAST 1025 1024 1830 4' 0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'4" (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") PRESSED N.R. 259 82 174" (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 C�,r-CR",� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REIN*. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5' 8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-<RETG SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 0-1T 8F12-1T 8F16-1T 8F20-IT 8F24-1T 8F28-IT 8F32-1T 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 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-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) 210 11) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113�15) 147415) 181X15) 2152 (16) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 1185(15) 1458 (15) 1732 (15) 2007 (15) 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798(15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14)1 936 (14) 1151(15) 1366 (15) 1582 (15) 470 543 928 1349 1649 1 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 1 420 709 1050 1434 (8) 1694 8) 1954 14'-8" (176") PRESTRESSED 239 323 519 13) 671 13 823 (13) 976 (14) 1129 14 246 390 655 968 1324 (8)1 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13) 909 13 105213 230 364 609 897 1224 (8) 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 (12) 754 12) 872 12 192 303 500 1 732 993 (8) 1268 (14) 1470 (14 19'-4" (232") PRESTRESSED 162 222 347 11 446 11 546 (12) W (12) 746(12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 30611 39311) 480(11) 56711) 65411 142 230 369 531 713 (7) 903 (13) 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378(11) 461 (10 545(11) 629 11 137 221 354 508 681 7 861(13) 99713) 24'-0" (288") PRESTRESSED 124 175 267 10 341 10) 416 (10) 491 (10 566 (10 124 200 316 450 1 600 (7)1 756(12) 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 AST-44"'I 4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-IT 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 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 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 O UNIT '2386- 1ST FLOOR PLAN 1/411 /4" = 1'-0" O DF POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE 0 F8F16�4BJO'IT 0° o UOLO 0 8F16-1B/1T 8RF14-1B/OT O O o_ J= o- c 'G L. - - 8" PRECAST LINTEL W/ (1F) #5 HOR CONT o c BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o 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. J = J N Ln J n- w - ui w #5 REBAR AT w UH n o cu;�j 0 � z a - ° BOTTOM MIN. (1) Ce¢v0 REQ'D ¢H(j 00N ce w `�° 16 GAUGE POWERS Zo p �: STEEL BOXED Q� a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS J z co z w In = to o ~ O O ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATION - #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH-j � QUANTITY OF #5 NOMINAL HEIGHT- REBAR AT TOP U = W U W LL W Q _ J W p N W 0- 2❑ F z (.0 Q w 0 QUO W t� �` P W Z LL - J w�./� o 00 ¢ 0 o Z i F- F- _ w _~oU)W �-❑W H L Z �. w > z o' LL h O W W c(9 LL 0 U Z LO b F� r W l^ In LL 1 J U) ❑ co HF- Q /N� O ^ o -011 U } N CM o- V) Q V U M � � N co)E M W 5 O 2 0 ¢Q .Ns w6> aN 00 EM L W 0W LLA z_joW wF-w2f H W zW 0 ��u)0�LLVOaJx U ¢ �w cNJJOa>zYQZzLLOoQOwa - ozOQ�o ¢z ¢o C'J 0 0 O z -1 0W - wz, oa 2 0 LL ¢ 00 W 2 H� OQ o � W 0 ¢ �¢zLL �¢� O O N Z O �-- O O 0 M O z Q cM c/5 rZ Q W Q L'? co U Q oo z F- > w W _j O d' O N 6 N 4 O C 0 i O 0 > O L J O '� z z z 2 W0 W U) > Q J ~OfW� > Z W F- Q ~ ♦♦^^ VJ � ~z ~ < mo F- = z (= L(� v Lu z J V 2 �2Zft ^ Z Z LL (y W 00 O 1 � Z a M v�Zz z N ?Q0 U O a m Sill z z 2386 w J CIO 0 V_ LAST PLOT DATE JB26M9,1.17 O STRUCTURAL DETAILS i . i II i gar,Ili I MIN dil 1-:im 317'n:. i -III -:I 1 i 1 1 1i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#51-(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3' 6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4' 0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 N-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 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1 1167 1167 1152 1152 7-8" 6'4' PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'-4" 8'-01, PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 1314" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14-8" 134' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No.5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 No.5 164 124 179 (2) N.R.164 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER UNTEL CAVITY [I8x1I6-P-1L/1IU] NOMINAL WIDTHJ J `QUANTITY OF 115 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL W 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-a' 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 2831 2831 2651 2811 8'4" 7-al PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'4' PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 112'-a' PRECAST (2) No. 3 (2 No. 5 1354 1354 981 1354 13'-4" PRECAST (2) No. 3 2) No. 5 1232 1232 849 1232 14'-0" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No.4 15'4" 14-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 17'4' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 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 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No. 5 22'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 642 642 306 599 (2) No. 5 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -] I LOW ER UNTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 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'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'-4" N-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'4' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'4" C-O" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 nL-rATI "r%W- nCTATI IInCII nCTATI IInrII TYPE DESIGNATION P - PLAIN LINTEL -I r QUANTITY OF #5 BAR AT S-SOLIDLINTEL f I LOWER UNTEL CAVITY [I8x1 I6-P-1 L/1 U] NOMINAL WIDTH ] J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL 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)#5L (1)#SU (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'S' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 3'-6" 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 1 10000 10000 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4-0" 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 1 3088 3369 3369 C-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 1 2560 2723 2723 7-6" 0-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1927 1 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11'-4" 1 10'-0" PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No. 3 (2) No. 5 992 992 1 751 1035 12'-6" 11'-2' PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-6" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No.4 17-4" 16 -9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.5 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL r QUANTITY OF #5 BAR AT S-SOUDLINTEL -] I LOW ER LINTEL CAVITY [ I8x]6-P-1 L/IIUI NOMINAL WIDTH] ` QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTELTYPE 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)#51- (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'U &'M' 2'-10" 1 V-6" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 3'-6" 2'-2' PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-Y' 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2) No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0' PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 (2) No.5 1775 1775 1279 1775 13-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14-a' 12'-8" PRECAST (2) No.3 2 No.5 1490 1 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174' 16'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 19'-4" 18'4" 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) 7116 strand + 877 877 501 966 (2) No. 5 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772:1 TYPE DESIGNATION P- PLAIN LINTEL/ rIQUANTITY OF #5 BAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x1 L/1 U] J I6-P-1 L NOMINAL WIDTH)I NOMINAL HEIGHT QUANTITY OF #5 BAR AT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##51)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 N-0" 2'-8" 2'-4" PRECAST 2 D4.5 WIRE O 2 No. 3 O 4511 1 0000 968 6 1 0000 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE () 2 N () 0.3 4 2 03 10000 868 7 9503 31-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 N-W 3'-4" 3'-0" PRECAST 2 D4.5 WIRE 2 No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL -i r QUANTITY OF #5 BAR AT S -SOLID LINTEL LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINAL WIDTH `- QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 5TH EDITION 2014 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2,1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40), 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A ai ,a 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD -TOP SCHEDULE) 2" 2" 1 #5 CONTINUOUS REQ 'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc w M (TIED OR WELDED) In Ln BOTTOM BARS iv SEE SCHEDULE MIN. MI . NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" � 2/ m ib Ij M n c'V M MIN. MP 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 42 DESIGNER MAY DS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING ALUATE CONCENTRATED MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL'Q' DETAIL'O'&'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'4' 74" 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 10'4' 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No.5 20'-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) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 ) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 T (2) No. 5 898 898 481 947 TYPE DESIGNATION P - PLAIN LINTEL/ �I I- QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [I8xl I6-P-1 L/1 U] NOMINAL WIDTH) J L_ QUANTITY OF #5 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 LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4-9' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 814" 8'4" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 v v C1U N I '2386' - 1ST FLOOR PLAN 11 = J? GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID ##51) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2J No. 3 864 995 995 831 831 C-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" &-al PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTELSTEEL 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'DO DETAIL'DP' DETAfL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" I PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 28" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOVER LINTEL CAVITY �r [8x16-P-IL/IU1 •, - L NOMINAL WIDTH QUANTITY OF 45 BAR AT NOMINAL HEIIHT� UPPER LINTEL CAVITY DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOVER LINTEL CAVITY [8x116-P-IL/IU] NOW14AL WIDTH] LQUANTITY IF #5 BAR AT NOMINAL FEMIT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x1 I6-P-1 L/11U] NOMINAL WIDTH] J ` QUANTITY OF #5 BAR AT NOMINALHEIGHT UPPER UNTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81S6" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9' 4" Precast 222 772 Precast 156 600 Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 174' 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 (0 � U w � I 0z W ¢ � p W Z N U W Z J J � y 4 S 3 w* r t a F4 Ln 00 00 W Q = Lo o �O QZ -� _ O (� } p L W �,� a r. 1• rya LL Z) 0 (-OWWLL x wpHO UzLOUy }¢WC9 er Q�a m y W Q Q LL J (n =ohm �T: a /N N L0 Lr,- E L .0 C? 0 W C (M N �) 4- } S CT C". M to V 7C3 w ;? m E 'L i Q O o V/ O LL o R Q : cn V Lu D N D_N C W L � E ri a 1,12 w W w W" OH w F- � J w� Y z IY z 0o� JO Q(Y Q (np�irTnLLVOL m�o z��az��j a ��ozo�oomzDWv JO ) 0 Z aY -jO>ZoZpo Q~w0W¢nzWW2i2VOa u-w0O0 O W Qzg¢a ¢ u- ¢ O LL O 0 zW O �- vJ C) 0F_:cMO < u) CY) i j QWQLID 0 (M CL r QUQO0 z I- Wz W _jC) r 04 r 00 N r 4 0 a) o 0 > Lf) 0 Z Z ZO Cu W0�`> 0 W (n Q Uo�o \ f / W O W W 2 0- r - % F-�-I z i- w ~ < �/ / U- =mOz N- Z /� v O J Z ( � M V �2z13� Z Z LL N W O � g Z 0 Q M ULzz z m<0 U U O a 00 Q z S12 J v M ICY) o r LAST PLOT DATE Jun. 26, 17 O STRUCTURAL J DETAILS (L) T-T- -� - r 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 F1117232.3 ESR-3445 H U210-2 FL10655.20 ESR-2549 H D212-2 FL17232.3 ESR-3445 H U212-2 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 H D28-2 FL17232.3 ESR-3445 H U28-2 FL10655.34 ESR-2549 H D410 F L17232.4 ESR-3445 H U410 F L10655.44 ESR-2549 H D412 F L17232.4 ESR-3445 H U412 F L10655.45 ESR-2549 H D610 F L17232.4 ESR-3445 H U610 F L 10655.51 ESR-2549 H D0410 F L17241.5 ESR-3444 H U CQ410 FL11468.11 S I M200804 H GA10KT F L17236.6 ESR-3448 H GA10KT FL 11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 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 H TW24 FL17244.8 ESR-3455 HTSM 16 F L11473.11 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 H US210-2 FL17232.7 ESR-3445 H US26 F L10655.94 ESR-2549 H US212-2 FL17232.7 ESR-3445 H US28 F L10655.96 ESR-2549 H U S26 FL17232.7 ESR-3445 H US28-2 F L10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 H US28-2 FL17232.7 ESR-3445 LU26 F L10655.104 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 J US24 FL17232.11 ESR-3445 LUS26-2 F L10655.112 ESR-2549 J US26 F L17232.12 ESR-3445 LU S28 FL 10655.113 ESR-2549 J US26-2 F L17232.12 ESR-3445 LU S46 FL 10655.118 ESR-2549 J US28 F L17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 J US46 F L17232.12 ESR-3445 M ST60 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 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PH D2A F L17219.4 E R-0200 H 1 FL 10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H 10A 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 FL10456A3 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 S PTH6 FL17244.32 ESR-3455 H H US28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS525/12 FL11468.11 SIM200804 TH D28 FL17232.17 ESR-3445 H GU S414 F L11468.10 S I M200804 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 TH D H414 F L17232.18 ESR-3445 H H ETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products- Category/Subcategory Manufacturer Product Description Approval Number(s) 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 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. 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 Mu:;ion 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 Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underiayments 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 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of 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 (D N C/) C6 N U N O -0 N N Q. O t6 - .CM U C/) CU c 0 O _- �' N -Q ICU0 p > L_ � Q O CL .� `C^U VJ E Z Z W J Cn f� W ��^ V J O L O O L� W U m n� CL O c. co LL1 W Z Z Q J SHEET N0, PA 1,0 i� �f 1 - la 11111 11111di T�1� it -I" Cn -Cu a) > 0- 0- ICU Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business& Professiona kRegUlation page I of I Building Codes and Standards 119,2017 Building Codes and Standards 1,19r4 0 $ 7 C113 -cu C/) Florida Department of Business & Professional Regulation Page I oft Q) 0 Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/942017 C) L_ FL#15000-R2 Product Approval Application Detail = 0 LFL#15225-R3 Code Entity or Date Rate Date Pending Date Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validatea Submitted Date Pending FBC Approval Iia-10- Approved Status FL#15332-R3 Products ICU 0 %+- CK3 ICU > Versio Manufacturer Contact Engineer & License Validated §y Validated Submitted FBC Approval Approved status 0 Revision --1014 Thermo-Tru Corporation Ric�kWriglht National Accreditation & Ryan J. King RE 06/28�2015 C)6)1312015 07/05M 15 Approved Revision 2014 Therma-T ru --or poration RicrffWright Lyndon F. Schmidt, P.E. Ryan J. King, P� E. OWAC)nis n 015 07,fO5/2015 nailig!20-1 Approved Quality Assurance Contract Expiration Date Approved for Use Approvedfar Use In HVHZ Outside HVHZ Impa Resistant Design Pressure M C) Category- Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Cateciorf, Exterior Doors (4191 291_'740 PE-434G9 (81-1 767-5555 §-e&-# Product Model, Number or Name Product Description U) SubCategorT Swinging Exterior Door SubCateg": Swinging Exterior Door AssernlbRr�_-�. Fj.kAe_rAbldgconsuItants; 4 SERIES 420 ALUMINUM SOD REiNFORGED SERIES 420ALUMIINUM SOD REINFORCED OX, 12J31 t2017 No Yes Na N/A - U) CL Assemblies rickrwitildgconsultants Compliance Method: Evaluation Report "rorr, Coln X0, XX 96&qL;otx96&qUot C_ Compliance Method: Cert[fication Mark or Listing com Florida Registered Architect or a Licensed Roirdo 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED,= 12f,"I 12017 No Yes No NIA vJ FL#15225-R3 Products Professional Engineer 1439quot;x96&quet r SERIES 420 REINFORCED ALUMINUM SOD SERIES 420 RE11,1FORCED ALUMINUM SGD OXO IMV2017 No Yes No WA Quality, Assurance Approved for U Approved for Impact Design 146&quoLx96&quo1L Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure F L#1 5000-R2 Products a SERIES 43V440 ALUMINUM SOD SERIES 430f440 ALUMINUM SGD XXX 12.(,3112017 No Yes No WA 6 e %quot;Snrlooth-Srsr&quoll and &qoot; Benchmark by 618 and 8/0 Opaque and Glued Fiberglass Doorwth 1213112021 No Yes No N,iA Quality Assurance Agpn:ned !or 2 Approved for u_5 Lrri Des. in 143"1x80&qnot : N�_"N-RBNFORCED Therma-Tru" and N41hout Sideftes, Inswing and Outswing Se # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430A40 REINFORCED ALU 'Al NU M SGD SERIES 430/"D REINFORCED ALUMINUM SGD No Yes No NIA 6 f- " Premium Senes", &q uot; Construction &8 and 8/0 Opaque and Glazed Steel Door With 1213112021 No Yes No WA a &a.unCIF ber-Crassic;", or &quoi;Smo0th-S1ar", ",Non-Impact"1 Opaque Fiberralass 1 M1 /2018 'e- Yes No rQA XXX 143"x969cjuotr Series" and "Beenchmark by Therma-Tru": Transorns. With and without Sidelites- Inswing and Door&: without Sidelite(s) = Outswing. (X, OX with Transoms Outswing or XO, OXO, XX. OXXO Configurations) Z Z Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1 t9,2 017 Florida Department of Business & Professional Regulation Pagel oft Product Approval Application Detail Building Codes and Standards 17W2O -1. 7 Florida Department of Business & Professional Regulation Page I of I LU FL#15279-R4 Building Codes and Standards 1f W2017 Product Approval Application Detail Code Entity Eli Date Date Qgt .g Pengilact Date, Product Approval Application Detail TV- Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FLA15217-114 Revision 2014 Clopay Building Products Company Mark Westerfield Intei-tok Testing Services NA, Gary Pfuehler 06/11M015 0311912015 06i(21 P201 5 Approved FL#1 1537-R6 Code �ntijy o Date 22-te Date Pending Da te Type Versio Manufacturer Contact Engineer& License Validated DX Validated Submitted FBC Approval Approved Status Category: Exterior Doors (513)770 -b-062 Inc. (513) 519-B566 Code Entry o 2aie- 2212 Elate Pend Ing i�ame Revision M-14 MI Windows and Doors BrentSitlingef Luis Roberto Lomas Steven M. Ur;Ch, PE 06/301"2015 061250015 CTMR-12015 08f19/2015 Approved SubCategor)r Sectional Exterior Door Assemblies mwesterfielcCclopay.r.orn TvIle Manufacturer Contact Encimeer& License Validated 13y ValidatedSubmind FBC Approval Status Category: Windows (717) 365�3300 PE-62514 (717) 317-8454 Compliance Method: Certification Mark or Listing Revision 2014 CUl Divis on q- AADG, Inc NPIson Kraschel UL LLC Ted Berman, PE 07121 f2015 07[4-If-1015 07127iZO, Approved Subcategory: Single Hung lbsitlingerCmirod,com FL#15279-R4 Products Categorf. EEaerior Doors (541) 403-1334 (305) 868.4707 Compliance Method: Eva.riaWn Report from a SubCategurri: Exterior Door Components tie son . kraschel@coorgro Florida Registered Architect o- . .!oensad Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing UP com Professional Engineer Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037W5-09 PAN-2F151- 84A, 94, 73, 75,1500,190 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 01512112CY28 No Yes No +30 PSFI-32 EL#1 1537-R6 Products FILM 5217-134 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WlNDC0DE 74: W5 r3arage Door PSF QuallU Assurance Aliproved for Use Approved for Use Impact Design 2gailty &SHEEMI &WMaJ far jUse AgRL22tg far Use lm 0,1 Desfan 42B, 55S, GD5S, GDSSV, GR5S, GR5SV, AR5S, ARSSV, SLIQ # Product Model, Number or Name Product Description Contract Expiration Date in HVRZ Outside HVHZ Resistant Pressure §e.S # Product Modell, Number or Nam Product sort CoMLi= QME21ion Qate in HVHZ QuL%igt HVHZ Resistant Pressure, EDSS, ED5SV I 607, 707. 727. 747, and 847 Single and Pairs of Dvors Flush, Glazed„ and Louvered single and pairs of 1213112017 Ye Ye-s Yes riiA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH Nil 44X84 12-Cif2017 lk Yes No WA holow metai I dooms. 5 SERIES GA I% ALUMINUM SH SERIES GA 196 ALUMINUM SH Ni 50:72 102017 No Yes No WA 53 053 VV5-16 PAN-21`153: 84A, 94, 731 75,1500,190, 4RST, Steel Pat) (min 25 gal Double -Car (92" to 160" 05,12li2028 No Yes No +30 PSF-1-30 2 M, CM and G Senes Frames Three sidedard, four sideel single and pairs of 12/3112017 Ye's Yes Yes IWA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12r3,1 r.0 17 No Yes No NIA 4RSF, 6RST, 6RSF, 48, 42,55, 48B, 426, 55S, G05S, wide), i?ANDCCDE 74W5 Garage Door PSF frames, Tansorinframes. 8 SERIES GA 195 ALUMINUM T-ff iP! E SH SERIES GA 195 ALUMINUM TRI PLE SH NI 1261 7201 7 No Yes No Ni GD5SV, GR5S, GR5SV AR53, AR5SV. E135S, ED5SV CONTINUOUS HEADAND SILL I 06X72 NON IMPACT &0 085 VV6-09 PAN-21`1153 73, 75, 94A, 94, 42. 48, 4215, 486, Steel Pan (min. 25 0.) Single -Car (up to Vor"Mcle) 05/2112028 No Yes No +W PSFJ-42 g SERIES GA 195 ALUMINUM TWINSH SERIES GA 106 ALUMINUM TWIN SH Ni 12/31 t2017 No Yes No WA 4RST, 6RST, GD5S, GR5S, AR5S, ED55 WINDCODE®. W6 Garage Door PSF CONTINUOUS HEAD ANJ 'D SILL 88 118X72 102 102 W6-16 PAN .21`153. 73, 75, 84A, 94, 42, 48, 42B, 48e, Steel Pan (min. 25 ga-) Double -Car (92" to 16'2" o5/21 t2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GR5S, A!35S, ED5S wide) VANDCODE 74; W5 Garage Door PSF Cn CIO Florida Department of Business & Professional Regulation Page I of 3 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 11!iP017 0 Building Codes and Standards 11942017 Florida Department of Business & Professional Regulation Page I 1 Product Approval Application Detail Building Codes and Standards 119,12017 Product Approval Application Detail :FL#15278-R Product Approval Application Detail F U#1 6M-R Code Entity o Date Date Date Pending p2Le CIO Code EntiDL or Date Date Date Pending Date iypke Versio Manufacturer Contact Englineer&.1-icense Validated By Validated Submitted FBC Approval Approved Status FL#15332-R2 Twe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitfinger Luis Roberto Lomas Stever, M Urich, PE GP101!2015 0&3112015 0910512015 1 on 6,1120 16 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Unch, PE 04)30f201 5 0413012015 05/10/2015 Approved Category., Windows (717� 365 3300 PE. 62514 (717) 317 8454 Code iyu Versio Manufacture Entity o Contact E�ns1j_0eeLrA_Ltcens0 Validated By Date Validated Date Date Pending Submitted FBC Agigroval Date Approved stalum Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Fixed Compliance Method: Evaluation Report from a b%0nger@mNvd corn Rev ---ion 2014 MI Windows and Doors a Roberto Lomas Steven M. Urich, PE BrentSitlinger L'i 06r2912015 06t1912015 0710512015 0811912015 Approved ■ Subcategory: Horizontal Slider bsibinger@mMd.com Florida Registered Arch test or a Licensed Florida Category: Windows (717) 365-33X PE-672514 (717) 317-8454 Compliance Method: Evaluation Reportfrom a Professional Engineer Subcategory: Mullions lbsitlinger&nNve core Florida Registered Architect or a Licensed Florida Professional Engineer E L#1 5278-R4 Products Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Im act Design Leg _# Product Model. Numllor or Nam ProiJuLt Description Contract Expiration Date in HVHZ Outside HVH Resistant Pressure F L#1 5333-R2 Products Sea # Product Model, Number or Name Product Description Contract Eilpiration In HVFkZ Outside Resistan Pressure 4 SERIESGA19,5ALUMINUM PW SFRIIESGA195ALUMINUM PAii\11�86X46 RN 12/3112017 Yes No NjA 5 SERIESGA191,ALUMINUM P�V SERiEsGA.195.ALLUMINLIM PWNi-J!X721 126V2017 No Yes Na NI)A Quality Assurance AillprgiyedforUse AopridyedLorUs )fri Design I SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA198 ALUMINUM HORIZONTAL SLIDER 12i61!2017 No Yes No N/A FLAI`ir;E am _# Product Model. Number or Name product Description Qont= Expiration Date in IdWill Outside HVHZ ReElsita"t Press" re 72X54 7 SERESGAIg5ALUMINUNI F"iA,` •SERI E S i' , A'l g5 ALILI liAl t1ii-I M PWN!4�6X4,5 12?3V2C17 Yes No NiA 1 1445, 5347 AND 5547 VERTICAL MU UL ION 1445, 5347 AND '47 VERILI CAL MULL1101`4 1261t2017 14o yell.; Yes NIA, 2 SERIES CA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA I �% ALUMINUM HORIZONTAL SLIDER 12f3112017 No Yes NO WA FLAT1142',F 72X54 a SER I ES G A 275 THERMALLY BROKEN ] A LIJ M 1 [41 ad P-W --;ERIESGA275TI-iERMALLYBRnKE��4 AlLiJil"11'NUM 12�Sl 1'20,17 No Yes No t4A,fJ I SERIES ES GA 196 ALJMI N U M XOX HORIZONTAL IZO NTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213V2017 No Yes No NrA PW Ni 1,2X742 FIN 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SLIDER 1WX48 SERIES GA 19S ALUMINUM XOX HORIZONTAL 12131 f2017 No Yes No NIA 9 SERI vASC ALUI IIJUv1 PW SERESGA505ALUMINUM PiAVNt77'Y7':1 F'N IM,V2017 No Yes No r A (n SLI DER -tf c- C/) O ICU 0 CL fJ -00 Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I of 2 cn Building Codes and Standards Building Codes and Standards irw2i)17 Building Codes and Standards 1/9/2017 CD Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LN CV FL#13192-R4 FL#15272-RI FL#5444-RIO co Code ime- Versio Manufacturer Entfty o Contact Engineer& License Validated Py p2i2 Date Validated Submitted Date Pending FBC Aperoval Date Approved Status Code Type Versio Manufacturer Entity 2F Contact She ineer & License Validated 21ts 2&a Validated Submitted Date Pending FBC Approval -Date Status Code lype Yerso Manufacturer EntU o Contact Enq meer & License Validated By 2212 Validated Date RgLEeQdM, Submitted FBQ agl2roval - P-M Approved Status < Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1, Ogavva John Southard, P E 08/26/2015 08117/2015 dr_QjO7j' 015 10116 M215 Approved Revision 2014 Alside N,ck Thompson Lyndoti F. Schnmniirlt� P E. RyanJ King, RE 0212aii-291 5 02f'.g120'L5 03,,0112015 0 4J I Eu'291 5 Approved Rev�_,on 2014 GertainTeed Corporation -Roofea Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2016 12/080016 2ji SQ101 6 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922.2389 PE 43409 (A-1 3) 767-6555 Category: Roofing (610) 651-5847 PE=5Iq166 (954) 772-6--4 SubCategory: Siding pingsheng.zhu@jarreshaf SubCategory: Soffits, nthompson@alsde.com Subcategory: Asphalt Shingles marl harner@sa!"oh, Compliance Method: Evaluation Report from a die corn Compliance Method: Evaluation Reportfrom a Compliance Method: Evatrizatroc Reportfrom a ain com Florida Registered Architect or a U,-_d Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a: ic--nscrd Florida Professional Engineer Professional Engineer Professional Engineer FL#1 3192-R4 Products FL#15272-Ri Products FL#5444-RI0 Products Quality ssurance - _A� Approval for U Approy9-d for , -Use [migac D . n Qwi;lty As,4.yr3nr,.e Ap2royed for Use Approy . MforU REiilLn Assurance Approved for Use Approved for U Impa Leo Le or Pr9gluct Mgglel, UyC3ger o_r Name 2194=22§21131213 22QiM9La"U21= in HVKZ Oulmde fts!Z�nl; Pressu Se # Product Model, Mum ber or Name Product Description Contract E xpiration DaLe in HVHZ Cutside HVH Resistant Pressure !aualily Design I Cerriplank Lap Sid ing fiber-oerrient lap siding Q1 101 T201 a Yes Yes rVA NfA 1 a- ":2T&qU0t SOffit 14ent nr ROW 1qlnyI Soffit 126V2011A N c, Yes No N)A See! # Prod uct Mod el, Nu in ber or Nam e Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 7/A 2 Hardielaank Lap Siding fiber -cement lap siding 011011110118 Yes "Yes `,VA NiA 2 L_ "A111rancp T4"� Soffil Vent or Sohdi Vinyl Soffit 121,11120118 l'io 11'es No r4JA CertairiTeed Asphalt Roofing Shingles -tab, 4-tab, strip tno-cut-outs), laminated and 07Mo 1'2017 No ye�s N/A ar&flitecturaY asphalt roof shingles __j SHEET NO. PA 1.1 c- C/) -Cu (1) -0 > C- 2 (D CL 0 Florida Department of Business & Professional Regulation Building Codes and Standards Page I of 1 11912017 CL -0 Florida Department of Business & Professional Regulation Page I of 3 Florida Department of Business & Professional Regulation Page I of 1 (L) Building Codes and Standards 119P-017 Building Codes and Standards 2,6120', 7 Product Approval Application Detail CU CU U) Product Approval Application Detail Product Approval Application Detail FL#521S-Rs 0 0 p —0 L_ FL#12328-R7 Products Code Entity or Date Date Date Pending Date 0 0 Quality Assurance Aporoyed for Use Approved for Use Impact sign F L#21675-RO Type Versio M a n u fa or u pia Eniintiver $, License Validated By Validated $"birfittlej, F13C AtlprovW Approved Status 0 seg# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entily o Date Date Date Pei Date Revision 2014 Thompson Architectural Metals Cornpany, inc, Scott &-a," James L Buckner Steven M. Uricb, PE 05;01 f2015 04r2g,�() 15 05/10)201,1 0812,?V2015 Approved = 6 No 15 UL Asphalt saturated organic felt 01 /0712019 No Yes 141A NIA I= y2mi2 Manufacture CQrI Erl-ginge-E A iligens �Latjdato By Vaill"2101-1 $y_bMjtteg FBC APPE021 62proyatl! §Iaty Category: Roofing 2 (813) 248-3456 PE-31242 (717) 317-8454 f�,�alidation@yahoo.com 0 CU 0 > New 2014 HomeGuaTd Building Products, Inc John ",heglak Intertek Testing Services NA, Testing Se ry ices DM1 i2017 01,r25)2017 0=13.f2201 7 SubCategory: Roofing Accessories that are an Integral Part of," Roofing System 0 Approved Compliance Method: Evaluation Reportfrom a 'licensed C/) Category., Roofing i (9904) 240-1382 !PC NA. Inc, Florida Remotered Architect or a Plorida - an .1— CIO 0 Search Criteria SubCategory: Underlayments jorin cheslak@hgwrap.co (604) 5220-3321 Professional gineer C_ CU) Compliance Method; Evaluation Report from a ro FL#5219-R3 Products Code Version: 2014 FL A I Z328 Product RvaluXion Entity Application Type: Category ALL ALL Product Manufacturer ALL Subcategory: ALL FL#21675-R0 Products 12_q.# Product Model, Number or Name Quality Assurance Approved -for Us-e. A22Lqag_ Product Description Contract ExpjralI20.Qjte_ in HVLZ far Use Outside HVHZ Impla Res' a. Pressure Application Status: ALL Compliance Method: ALL @ualfilyAssurance A2R[2jtjfar Lble 6pproyed for iLl Im pac 1 1- "Faft Top Off Ridge Vent With Eaffle for Tile". Minimum 26 Gauge Steel., Nominal 4&W39, 6':, 1213112019 INC Yes No WA Quality Assuran ce Entity Contract Expired: ALL Product Model, Number or Name: ALL §i2_# Product Model, Number or Name Product description Contract Expnation Date inHVHZOutside HVHZ Resistant Pressure 8&91319;, or 10' Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL I ToughSkin Svqmec Undedayments Toug-InSkin 15. ToughSen 20, ToughSkin 25 01101120- 8 No Yes NiA NIA !Alan-- Deck o 'Skin 30. Tou9h3kin 50 1 2- "Round Top Off Ridge Vent with Gore for PAImmurn 26 Gauge Steel, Nominal 4-9:, 121-311201 _9 No Yes No WA Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile" 8W3l3, or 10', Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Mod 6eck Date To: ALL 1 3 3. "StandardOM Ridge Vent wth Permanent Baffle Minimum 26 Gauge Steel, Llorrmal 4', 6Ƈ. 1213112019 No Yes No NIA for Slhrngies", 8W,,9:, or 10': Wide Off RMge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation -Pagel oft Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1TIO)2017 Florida Department of Business & Professional Regulation Page l'of I LU Building Codes and Standards 11�P_017 Building Codes and Standards 11110/2017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entry er Date Date Pendmilt Date FL#1658MI mi Code Entity or Date! Date Date Pending Date IYM VC11-419 �,1anufacturer Contact Englitager nae Validated By Vgllijated Sul_�mijiad FBQAPL)rq)cdJ ApprovedZa - s ltum Type Versio Manufacture Contact Engineer & License Validated By Validated SgIonflifted FBC Approval Approved status Revision 2014 Lomancor in Andr��-,vCarlxrt J a mes, L Ruck ne r, P EL Steven M firich, PE 05l0112015 OWU-11121015 05�10'2015 5 n6�2212015 Approved Code 110i; VeLsio r4angfircture rdenlaot gngineet & Lig2aage Ylldidiged By 292 P de- yalidated JaLMnilm it Date Pyli FBC LkelaLgvgal P-& Approveg §Ma Affirmation 22014 Florida Metal Products Inc. Clark Jones PiVamr-Dade B�CCO - EVL Miami -Dade BCCO - VAL 02/2712015 02(27/2015 03M9/2015 Approved Category. Rooting SubCategory; Roofing Acoassm[es that are an SubCategory; (501) 982-6511 PE�31_242 (717) -317-8454 acader@iomarrMCOM Affirmatbri 3914 O'Hagm MarruractwingLLC , Gregory Daniels rfarn-Dade BCCQ - GER Ted Berman, PE _ 06117M15 06117r2015 06f25,12015 Approved Category: Roofing Subcategory: Roofing Accessories that are an (904) 783-8400 (786) 315-2590 clark@flamco,com Part ofthe Roofing System Category: Roofing tj Ti a-, 36 20 (3-05) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdamLIsQohagin.corn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of r-__- Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products quality Assurance- Ape ved for Use Approved for U lingac Des Quality Assurance Approved for Use Approved for U impact Design Ou a] Ity Assurance Approved for Use Approved for U Impa Design Se # Product Model, Number or Name Product DescrILL�drt Contract Expiration Dat In HVHZ Outside HVHZ Resistant Pressure Sew 9 Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Se _q Product Model, Number or Name Product Description Contract Expiration Date in HVKZ Outside HVHZ Resistant Pressu, I Deck -Air- DA-4 Low:Rrofie, Pollypropy[ene Plastic, Roof Vent 0711012019 •No Yes No +97 51-'-,7.5 1 O'� hagiri's Cloaked Vent Tile Attic' Ventilation Product for tile coofing applications 0410412018 Yes Yes NIA WA RVII 0 RV10 ALUMINUM RIDGE VENT 01/31t2018 Yes Yes NVA N/A Mechanically Attached to Rywood Deck, 2 OmniRidge®L PRO Vent PR04,N Molded, Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +NIA,165 Attached to 0S8 or Plywood Deck. U Florida Department of Business & Professional Regulation Pane'. oft Building Codes and Standards Product Approval Application Detail FL#15076-Rs Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 119)2017 2ode Entity ar Date Date _gj)d Date I- ing Type Versio Manufacturer Contact Engineer& License Validated DI Validated Submitted tag _62proval Approved _status Product Approval Application Detail Revision 014 Global Protection Products, LLC Tim Robinson Walter A. T illit Jr, P E Job n W. Knezev in Iti PE 05,1006f2015 0412412015 05M 112015 06,23/2015 Approved Florida Department of Business & Professional Regulation Page I of 1 Category Shutters (954) CA9 7545 PE-44167 (954)772-6224 Building Codes and Standards SubCategory: Storm Panes tjm;cbmsQr1@qppentCom FL#7849-R9 Compliance Method: Evaivation Report froma Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity o Date Date Date Pending Date Professional Engineer Type Versio Manufacturer ontact Engineer & License Validated By Validated Submitted FBC Approval Approved status FL#1507"3 Products FL#15088-R1 Revision 29014 Boral Roofing /Mon mr0eti le Thomas Jernmett ICC Evaluation Service, LLC Gary W Walker 0911 Or2015 08)`2512015 0912MO15 Approved Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use ImpactIlmnact Design 2s Entity or Date Date Date Pending Date Subcategory: Rooting Tiles thornas-jemrrlett@boral.co Iul Product Model, Number or Name Product Description ContMct En2iration Datee On Hvkfz gutsidg. HVHZ Resist gint EE2. Type Versio Manufacturer Contact En Sheer & License Validated By Validated Submitted FBC Approval Approved Compliance Method: Evaluation Report from a M 1 20 Gage Galvanized Steel Storm PaneIslHVHZ C-rng3telcl Galvanized Steel Storm Panels retained 12/31120,17 Yes Yes Yes NIA Revision 2014 Global Protection Products, LLC� Tim Robinson Welter A. Tillit Jr, P.E. John W Knezavich, PE 04/2712015 04124,2XI5 05(02V2015 013123M15 Approved Produict Evaluation Entity or ,sa --y tracks to provide hurricane protection- Category: Shutters (954) 68A-7545 PE-44167 ('954) 772-6224 2 24 Gage Galva-lizedSisel Si ParnrjsL NIHVI-iZ Cr-rrugated Galvanized Steel }'form Panels retirried 1261120'i 7 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.ToIon,-,Qr1@gpper[t,0oM FL#7849-R9 Products or -rot by tracks to provide hulricarre protection. Compliance Method: Evaluation Report frorn a Quality Assurance Approved for Use Approved for Use Im act Design Florida Registered Architect or a Licensed Florida Engineer SLICI # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside FIVRZ Resistant Pressure LLiE507C,-P4 Professional jq Saxony 700 � Shake, Slate &aimp, Spin Shake Flat Profile -Stockton 12131/20118 No Yes NIA NIA Code Entity o Date Data Date Pending Date FL#15088-R7 Products 14 Saxony 900 - Country Slate, Shake &a mp, -Slab, Flay Profile - Henderson 12131/2018 No Yes NIA NIA Type Versio Manufacturer Lontoct Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for UXt Approved for Use impact Design is Saxony 900 -Country Sate, Shake, Slate &, Split Rat Profile -Lake Wales 1MV2018 No Yes NIA NIA Revision 20i4 Glotal Prct�_t-,cn Products, 11C Tim Robinson Walter A, Tilfit J,, RE Knezev'Chr PE lZ21f2016 1212112016 Vakdaled S_# Product Mo -del, Number or Name Product Description Contract ExpilrAtiort Da inj.AVHZ Outside HY Resistant P ress; ure < Shake Category: shu-tiri-5 19134c 9-754',s PE-441 U7 (95,4j 772-6224 1 GRP FABRIC SHUTTER -SERIES 2DDO Coaled Poilyethylene Fannie Panels retained by, tracks 12I31112017 No Ye-, Yes NIA 16 Saxony 900 - Hartford Slate, Spit Old English Thatel'i. Fiat Profile . Stockton 1213l/2016 No Yes NIA WA Subcategotorm Panels t,im rcb,ilrlsf;in4;a gppL-initelot"n or direct mounted to provilde, hurricane protection. Shake, Slate, Colintty Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medurn Profile - Lake Wales 12131/2018 No Yes I'VA N/A Florida Renistered Architect or a _'icensed Florida (D 25 Villa 900 Mardium Profile - Denver 1213112018 No Yes NIA KYA Professional Erlaine-el 26 Villa 900 Medium Profile - Stockton 12/3112018 No Yes NIA NIA FL#1 5076-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea S Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure U) 1 20 Gage Galvanized Steel Stcli in PanelsiHVHZ Cvugated PanLis retained 121'31l2017 Yes )'es Yes WA or no; by tracks to provide humire prole~ Ilori Clio 2 24 Gage Galvanized Steel Storm Pane. IsfNHVHZ Cormgatod Galvanized Steed Storm Panels retained 1213112017 No ?es Yes `,dA or ivit by tracks to provide hunri—ne protection > 0 LL CL fJ M Florida Department of Business & Professional Regulation Page 1 of 1 0 Building Codes and Standards 1,S'2017 -4--1 L_ Product Approval Application Detail Florida Department of Business & Professional Regulation Paac I of 2 Florida Department of Business & Professional Regulation Page 1 Of I Cn 0- Building Codes and Standards 11s,'20,7 Building Codes and Standards IIW2017 FLM28%-RS Product Approval Application Detail Product Approval Application Detail (D U) Code Entity or Date Date Date Pending Date M Tvve Versio Manufacturer contact EnQ]neer& License Validated EN Validated Submitted FBC Approval Approved Status FL#17669-R0 FL#1999-R5 M Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 0412912015 04r2812015 05/0412015 �06/22t2,015 Approved Category: Shutters Subcategory: Storm Panels (954) 49MS51 PE-0046549 P.E. torinj@tc-alurn-com (305) 510-8531 220 Type Versio Manufacturer Enti ar_D Contact Engineer & License Validated By &Date Validated Submitted Pending FBC Agl2roval DM Approved Status 92-d-e Tvpe Versio Manufacturer Entity o Contaa Engineer & License Validated By Date Date Validated Submitted Date Pending FBg Approval jg Approved staW9 < Compliance Method: Evaluation Report from a Florida Registered Architect Licensed Florida New 2014 All American Shutters and Glass Mike :Barb en Frank L Bonnardo, RE Jorge A. Pomerantz, RE ` 54) 07103r2015 0 7103120 115 07110!2015 08fi 811,015 it raved Revision -9014 17VV Building Cornporents, Group !no. 1 Pasode Stuart Lewis iCC Evaluation Service, LLC William M. Ranieri, PE oa/2512015 03f20/2015 03/2912015 Approved or a Category: Shutters (561) 712�9882 PF7=004654() 394 ,sl -8521 Category: Structural Components (&47) 91 3=6473 (407) 681-1917 Professional Engineer SubCategory� Storm Panels mikehrt_t)aIIamericanshLrtto SubCategory: Truss Plates slews@alpinekw.coni FL#1 2856-R5 Products Compliance Method: Evaluation Reportfirom a rs.coir Compliance Method: Evaluation Repo. -I from a Florida Registered Architect or a Liclenseed Florida Product Evaluation Entity Quality Aistirenry .. far Approved Approved for Us. IM pact, Dm- cin Professional Engineer FL#1 999-R5 Products CZ §221 I Product Model. Number qLtjpM 0.050", Alurninum Storm Panel Product Description Contract Expiration Date in HVKZ Outside HVHZ 0,050",Auminum Storm Panel with Optional 12131/2018 No Yes Resistantpressure Yes Nj A F L#_l 7M-RO Prod Licts Quality Assurance Approved for Use Approved for U Impa Design W Clear Panels Quality Assu once Approved for Use Approved far Use mi2act t?eGlen §-ea-# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 ":Safety Edge" Storm Panels "Safiety Edge", Storm Panels, 28ga 1213112018 (0.0I5"") Steel 0.02.1" Alum (Pert No Yes Yes +541-54 Sea # I Product Model, Number or Name 22ga, 24ga Steel Panels Product Desc ri ptio n Contract Expiration Date in HVHZ 22ga, 249a Steel Storm Panels 12f3112017 No Outside HVHZ Yes Resistant Yes Pressure IeLA I 2 ITW EGG Higher Strength (H &arnp; S) ITW BCG Hinge Plate Metal Connector Plate 12t31f2020 Metal Connector Plate 12,131 f2020 Yes Yes Yes Yes NIA N,A N/A NIA and Non-Perf), Clear Polycarb (Full and HaIQ 'Yes 3 W/ KG Trulox Metal Connector Plate 1213112G220 Yes Yes MA NIA 3 24ga Steel Storm Panel 24ga t0,02328quot;) Steel Storm Panel with Optional 12/3112018 No Yes +1001-100 4 ITW BCG Wave Metal Connector Plate 12/3112020 Yes Yes N,tA WA Clear Panels 4 Aluminum Hinged Storm Panel 050" , Aluminum Non -Porous Hinged Storm 12/3112018 Yes Yes Yes WA Panel < SHEET NO, PA 1.2 Cn > 2 0_ cu Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation �ac 1 V'I 4- U) Building Codes and Standards 11912017 Building Codes and Standards I S2 0 1 i" Florida Department of Business _0 Professional Regulation Page I of I =3 Building Codes and Standards Vgf2il 17 W Product Approval Application Detail Product Approval Application Detail 2 Product Approval Application Detail 0 0- FL#2197-R5 FL#1644-R4 = = 0 LL FLAIW-R4 M Coop Entity o Date 0014 Date Food ing pate, code Entity Q —Date 2M Gate Pendha 22-te Nndlnn 0 > TV- ygr,silio manufactiiire Eno ing2r & 6 icgn 2201az 91 yaligaug DI yalidaw §u4mitted FgQ Approya 6pproaO status ixu Srsig y fa Many actyre mst 22-n-ta gngjneer & 6ice x2ligAtUm yaj�= sgiamille fzgc approat �jtajsa - 2 0 —de E0111Y 2 Me pate Date W 0 Revision 2014 rojT kindustries, inc. Dis.0 Wert lCG Evaluation Service, LLC ICC Evaluation Service, id 05130r2015 061111,2015 07X512015 Approved Revision 2014 Boise Engmeeied Wood Products I &ialoation Seu ce, LX APA - The Enolneeredl 05127(27015 0505,120 1,5 oe"QW2,011 Apploved T-Me versto manum1mr-e 9!anosl En rngt[ & ii,isgm NiEW RX y4lidalu §gjMagg EQq ApPorpval aepmLQ9 xal§ E L_ Category: StTuatural Components (314) 851-74BO LLC. Category: Structural Components (5-41)".26-32,Y) Wood Assoc, ason Revision 2014 Barce Engineered Wood Piroducts Robert Tayloi !CC Evaluation S-v ice LLC APA -The Engineered 05(271'2015 0"J015112015 06)(LY-2015 Approved L_ CDL SubCategoy. Truss Plates devert @. m ii road (20-5b 599-9800 Suboategory: Engineered Lumber robe t aylcr@bc.ron, l253f 62014467 Category: Structurai Components (541) 826-0,20D Wood Assorcabon 620-7467 CU Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber Compliance Murultau Report frorn ric oberltraylordt.can (253) •C_ Product Fvoluatroo Entity Prndu�el Evaluation Entity ethod a n Prod urt Fv Auation Entity FL92197-115 Products; E L#i 644-134 Products FL#16.45-R4 Products Quality Assurance Approved for Use A22Loved !Mpact ?es n Qu unlit Approved for Us Approved for Us tmpa Design Sad # Product Model , Number of Name Product Desc riptio n Contract ExpMlon Dale in HVHZ Outside HVHZ Resistant Pressure Se g # Product Mode[ , Number or Name Product Description Contract Expiration Cate Ln HVHZ Outside HVHZ Resistant Pressure Quailly Assurance Apkr-oveid for U lm2a Dealcin I M18SHS 18 gia. super high strength truss connector plate 12P31 �201 7 Yes Yes N(A rQA 1 Ver,,s-Lqm L-ir-inai-ed Veneer L umber 01101(2C35 No Y es 1`1111A WA §gkk Product Model. Number a r Name Product Description Contract F-wration Date in LiVHZ Outside HVHZ Resistant, Pressure 2 Mir 16 16 go truss connector plate 1213112017 Yes Yes N/A pl/A I ASS losts ',load "Aquot Joists 01/01J2035 No Yes NZA NIA 3 MT18HS 18 ga. high strength truss connector plate 1261120117 Yes Yes WAL WA 4 MT20 20 ga. truss connector plate 121.a1 Q011 7 Yes Yes NfA NIA 5 MT20HS 20 ga high strength truss connector plate I 2t3l 120111 7 Yes Yes NIA q1A Search Criteria Florida Department of Business & Profess anal Regulation Page I of I Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Paget OF I Building Codes and Standards 1 S_!2a7 rLM527-RIS Product Approval Application Detail Florida Department of Business Professional Regulation Page I of I Lodi R8te vate Date Pending Rate Tvpe Versio Manufacturer Contact Engineer & License rilsfidaled gy Validated submitted FBC Approval Approved Status Building Codes and Standards Revision 20 14 weye"I'mieuser JmAcerson il,C Eva4,iation Serilce, LLC James a. Rothman, 07,116t2015 051'l 2Q01 c 07/30/20 15 Approved FL#156-R LU Product Approval Application Detail Category: 51ructUralComponents SubCategory Engmeered Lumber (253) q24 4084 Jim0501b) 879-1344 Cade EntijX a 2AW, aa-ta Date Pend in 9 Da Compliance Method: Evaluation Report from a use .corn Type versua Manufacturer Contact Enq trader & License Validated By Validated Submitted FBC Approval Approved Status Product Evaivafion Entity Revision 2014 CA-sr-CR--E USA, Inc. Craig Pamno Mianni-Dadc BCCO - CER Mari Dade BCCO -VAL 03MIS2015 02)24P-015 OW812015 Approved FLk463Q-R8 Category, Structural Components 8131 b_-114B41 (78(g 315-2590 FL#6527-R6 Products Subcategory: Produ,ts Introduced as a Result of Code Upi Verspo Manufacturer Entily o Contact r & License Validated BV End inee Date 28-te, Validated Submitted Data Pending FBC Aeprovall Ra—te Approved Status QualriyAssigni cc Approved Approved 12128cir Design N evvTechnorogy Revmion 2014 'Neyernaeuser J i rn A rld e roo n ICC Evaluation Ser,, ice, LLC Jam-s; A Rothman, P F_ 07AW".01 5 05-1'1212015 07J301201 b Approved Sao # Product Modei, Number or Name product Description Contract Expiration Do in HVKZ Outside HVHZ Resistant Pressure Compliance Method: Certification IvIarK c, L shirg Category: Structural Components 1 (608) 8394 344 tzti3f 924-4n84 I Lever Rim Board 5firdural Cornporite, Lurnber or Oriented Strand 03,o1e2017 No WA IA FL#158-R7 Products SubCateg": Engineered Lumber pm anderson2p_weyerhae 2 Microllam LVL board Rini Board Lainln�ptgd Veneer Lumber Cr3r3V2017 No era NIA W Quafily Assurance Approved for Use A22roved for U hpact Design Compliance Method: Evalualion Repoit from a uwr.com 8 Parallarn PSL P@jr'.;njPll St!ard Lurnoer 036V2017 No Yes NIA # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberSband LSL La� ilnated Strand Lumber Cy-o21 12017 No Ye5 NIA NIA H, n a Strength Concrete. Lintel 4, 6, 8. and Q, Inch wde lintels 06121 020f a Yes Yes ttiA WA FL#1630R8Fpo is -dyet Quality Assurance Approved for Use Approved for Use Impact Design seq # Roduct-M odgl, Number gr-Name product Description Contract Expuratign Palo in HVHZ Outside HVH P ,qsista E!ressu 0 Date P219 Data Pending PP-te code Efftry or PAte care Pandin Pak I TJII10 Prefabncated Wood I -joist 11313 1 r2 0 17 No Yes War rVA Type Mersin, Manufacturer Conta of E neer & Lice _rigin _pse Valid §ubmi wovat FRCAP _p Approved _arove Status T _ype yersto u _ManulS2L _Un weer & License y2liglglggg DI liOmAULd FOC Approvar ARM= 2= 2 TJ1210 larefabricatedWood i-josit 03131122017 No Ye's NIA N1,1A RuvWon 2014 lhre,��erhaevse� Jim ArderLSor ICC Evaivation Service, LLC James A, Rothman, P E 1 0� S I r201 ts 111,125P2016 IV05�22016 Approved Revision XD 14 CAr5T-CRETE USA, I lic Craig Petition Miami-C)ade BCCO - CER rALam- Dade BCCC -VAL 05/0612016 04r,912016 0 Arrigroved 3 TA '230 Prefabricated vVlood I -joist 03P3112017 140 Yes NIA N)A C ateyory� Structural Cornponents (253) -1-24-4054 (iX38� 839. 1344 Category: Structural Components (81. ) 621 -41o4f (W} 31 5,2500 4 5 TJ[ 360 TA560 Prefabricated Wood I -joist (SQV2017 Prefabricated Wood l-joist 0313V2017 No No Yes Yes WA N/A MI A WA SubCategory: Engineered Lumber j i m a n iersou2@,,,rye:rh as SubCategory: Products Introduced as a Result of 6 TJU560D Prefabricated Wood i-joist YJ,6112017 ING Yes N?A NyA Compliance Method: Evaluation Pepotfrorr a uses,corn New Techno lbit, Product Evaluation Entity Compliance Method: Derfift.ation Mark or Listing FL#r ...0 2-7. -.P,7..P Products FLE1 -R8 Pirpot 5§ Quality Assurance Approved for Use Approved for Use [ino t De Quality Assurance Approved for Use Approved for Use Itn act Oesign §29A _ct. Nio, Number ing P fpd.p Model, b 2[.Ng_ Product Q!,,§griptlqLn_ gnirrifcAE ir- C _...XP__mpqjj Qqtq .Z jrbHYH P _e.fj Resistant Pressure 4 aml Product,M2del, Number tar F-ro-gW Des-r-riLtion Cori g�piojlon Date in HY 2UJILcle, _HVHZ Besi!Ltia Pressure I Microllam LVL LaTninated Veneer Lumber 0W311201 7 No Yes RIA I'VA I Hign Strength Concrete Lintels 4, 6, 8, and 12 Inch,.vde fintels 05t21t.017 Yes Yes NIA WA 2 Plaraliarn PSL IseNille! Strand I.,urnber 03r�;1112017 No Yos lVA lofA 3 TirrIcerStrand LS11 La,vino *edSLqro I umber 03, 3112017 140 Yes rquk No� 4 TJ Rim Board colnucturali Composite Lumber or 'C"Trentad SItard C_)ei131!2G17 No yes NIA r 4A bc, d Rim Goard 5 'A'sierhaeuser Rim Board 0,on'Od Strand Board Rim Board ICKV31112017 NO Yes r-iiiA NI)A Florida Department of Business & Professional Regulation pme I of 1 Building Codes and Standards Florida Department of Business & Professional Regulation Page I of I Florida Department of Business& Professional Regulation Page I of 1 Building Codes and Standards tsn_017 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail FL#5450-R5 Product Approval Application Detail FL#1714-R4 Cole Entity, ar 22tt Date Date Pendina ifflt FL#1 1383-R4 TvDe ygrug MArlula2lum Co atilt 9nmaL_,a_r& lameaso Wiigaw. E�e Validated SubmilLeg FOP Approval Ap rove e_q §La_tgs Code Erift o Date Date Date Pending Date Code Entity Q 25ft Date Date Pending Date Revision 2014 Powers Steel Inc, vmiflary wivers S*cven W, Schauh SAMUEL A 5 031ZI'2015 031301Q01 5 -0, 5,' 2 V 1 s Approved iypse Verso Manufacture Contact Engineer & License Validated BY Validated submitted FBC Approya Approved Status im yersig. jLAaHLjGjq= Contact Eno ineer & L ceirin yjRgLted_Bj yjUggj(jg Siub!nirted F5C Approyal Anorgme zilllum Category: Structural Components (&c:'i 4'37-11 W P_-&-i GREENBERG, P E, r Revision 2014 Po'seps Steel '11c. William paivers Steven Schaub SAMUEL A. 03/26f2015 OMW015 03t=2015 08)2212015 Approved w Re, ison 2014 Commercial Concrete Produd-5,'nc, Robert Gillis THUY H, HUYNH Florida Engineering 07,Can-015 061�14,12015 G&2W2015 0812612015 Approved SubCategory", Product-, introduced as a Result of b i I Ify (A 13) 645-0168 Category: Structural Components 401 4:�--7_11go -605014 ENSPIRG, REI 2) PE GREL Category., structural Components Subcategory. Products Introduced as a Result of (813) E�5c--,707 PE-60122 Solutions precastgotier@yahooroven (352) 588 5311 NewFiec�,hnology Compliance Method: Etaklat!Or RopoLfrom a, Sub](5ategory: Products Introduced as a Result of . _ bill@ pio'-'asts-stilraIsom (61 S) 645-0166 Niew Technology Florida Registered Architect-.), a:-icensed Florida NevvTechnicogy Compliance Method: Evaluation Reportfrcm a Compliance Method: Evaluation Report from a Fiords Regirstered Architect or a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florklo FL#5450-R5 Products Professional Engineer Professional Engineer F L#1 774-R4 Products S"# Product Model, Number or Name 21Lalr A su� ApgLo,)MjfgrUse App Product Description Contract Expiration Dade in HVHZ roved for Use Outside HVHZ [mpaci resistant gtjt_qn Pressure QualityAssurarlIce Approved for. Approved far Use rthpa DeWon < Quality Assuranc2 AR12roved for Use A212roved for Us Impa Design PsboxRL-T, PsbonLT15-b(8) Pooers Steel Evelels are field assembleo:Irritels 01 `27�201 7 No Ye's 1-1-1A fbA Product M_Qdel, Mitit—tier gont= U12mlian Data in H.VLAZ Outside LIYH -is Rea slant F[jissum seq 9 Product Model, fluri or Name Product Description Contract Expiration in HVKZ Outside HVHZ Resistant Pressure corsisling of preformed steov finteiii cornteriod Won -wrilillame Poaters Steel Untels -assembled OVOV2017 No Yes WA WA I Opal ir Precast or Commercial Concrete Products Prevost and Prestressed Cownete Uni:05 0512512024 Na Yes N/A WA concrete masonry units, gontr acid steei rionforcincl I FioweFBOX8 Lintels are field ronsluring of preformed steel lintels combined With brick or concrete massianq, units, grout, and steei reinforcing (D bars. cn W U) O Clio 0 C/) U) CIO V i- CIO w < Z CU SHEET NO. PA 1.3 ��NTYJERD Certificate ofRutuorazation #9W3 January 1, 2015 RE, Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concem This letter serves to document the following in accordance with Florida FA.C. Rule 61 G20-3: 1. Exterior Res rch & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a finan€ial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. oi/b/a Trinity ( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, RE does not have nor wig acquire, a financial Interest In any company manufacturing or distributing; products for which the evaluation reports are being issued. 4. Robert Nierninen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product Please contact our office with any questions. Sincerely, .r✓ Robert Nieminen, RE Florida Reg, No. S'9166 vice President Eni roberuniernmeriQuinuryertico 4 EXTERIOR RESEARCH A DESIGN, LLC. dfb/a TrinitylERD - cartificato of A.thartaatloR i9503 MAIN: 60 Yeaiar way . Sulta 200 • S.attkr, WA 08104. PI (206) 467-0054 a Er (204) 467-5840, EAST: 353 Chrtetlan Street Unit 13 - Ozford, CT 06479 - Pr (203) 262-92411, - er (263) 262-9243 �TM4"ff ERD 633.1 Hip & Ridge, Option 1: Shadow Fudge'" pl�IPI ftw4L9- wrFmr ea d dpO NOW- +&r PbMNmNar eta 72*L*."riWmppk= 4 6 r It2.�) Paq .1. tea 00* % i[savd. S'11 !A M1! rgayaiar f 1e�,� it4tmmlrxhrrrn IMM ) L \----/ -1 L-Ir A ulu momim Ma&k wA wwm Lgip Ndbh I I' 1 i it I 6 i t r4-iYJor C. tgfyt"wiveRD mw~tRWord ry#dv.46lrar rar4R to -warvixinee Note: For A5T'M'I D3161- Class F, use BASF Sonolastk NP 1 adhesive or Henkel PLO Folinlrethane Roof & Flashing Sealant in accordance with manufacturer's instructions. .. 6.3.3.2 Hip & Ridge, option 2! C.edar Crete', Cedar Crest" lit A r Use two fasteners per shingle. For the starter shingle, place fastener 1-loch from each side edge and about 2-iich up from tux; starter shingle's exposed butt edge. For each full Cedar Crest shingle, place Fasteners 8.518 inch up from its exposed butt edge and 1-Inch from each side edge. W. -. 4; 7 Exterior antardh and owl" LLC efteartion "part 3MAUS-0 CNIPna. fA,W-b.OM rum ReW1on & 0d/06/2035 Ease BORAL ROOFING Build something great' BATTEN INSTALLATION Battens are to be fastened through the batten arhd through the plastic pads. Locations of pads are marked with a target on top of the batten for ease of installation. fads are located 12" on center to allow 12' or 24" on canter as required per code and root design, gn. 0 Battens are to be fastened to the deck with. corrosion -resistant fasteners. Batten fasteners are to be ad (hails, #S - 24nch wood screws at 24-inch on centers. or 2-inch long 16 gauge staples with 7d16- melt crown at 12-inch on centers. Batten fasteners are to either penetrate 3/4-inch into the roof deck or frames or through the rod deck whichever is less. a EBS ocimpatible ease risers Should be used to ksure proper elevation of save ties. TILE INSTALLATION Basic wind speed less than I00 mph and with a mean roof height of 401 feet or less, 'O Fasten titles to the battens only. Tile Taste -refs must completely penetrate the batten, but net penetrate the and ertaymertt, crack or framing using the following recommended d fastener lengths: Basic wilco speed 100 mph or greater or moan roof height greater than 40 feet. O Root ties must be attached in accordance with the "Design Corisiderations for High WRad Application" in the Tice Roofing Institute (TRI) Concrete and Clay Rtcif Tea - Installation Manual for Moder- site Climate ions or the Fk)ndia Roofing g and Sheet Metal ssooratior(FRSAYMI Cxrrole and Clay Tile Installation Manual. Tile fasteners are to either penetrate 3/4-klch Into the roof deck or frog or through the roof dhok,wNtihaver is less. EBB USAGE RECOMMENDATIONS Cedarlife & Mader 124 laTear [set when courses ao ;3.25 to 10 inches (Each bunter equals 0.8 squares). • 13-n liner fee, when courses are Less than 9.25 IToties, (Each bile equals .738 squares). All other tiles 4 8€L !near feast when courses are 13.3 to 14 Irlc es, (Each bundle equi 1.2 squares). a iota !near feet viihan courses are 12A to 13.3 !`x res (Each burl a rals -1015 squa m-;. Usage mayvary dep andirsg on So course layout arid adjustments for roof size. EXTERIOR RESEARCH & DESIGN,. LIC, III, N-11 Cis YRNKI, afAudi0claots m #-R503 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, CT 06478 PHONE: (203) 262-924S FAX. (203) 262-9243 EVALUATION REPORT Certainlreed Corporation Evaluation Report 353;s•091.05-R9 18Ivicc res Road FL54444Ng Malvern, PA 19355 OMe rdhillLlarxe: 09/2212005 Rerfslon 9:03/06/WI5 SCOPE: This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of c materials in Fl rn i i construction ensile 5 fT1e State of orda The rfowrrren On submitted fitted has been reviewed b Robert N hxm P.E. for tati u td y rtht . use of the product under the Florida Building Code and Ronda Building Code Residential Volume, The products describ ed herein have been evaluated for compliance with the 5"' Edition (2014) t'khrida Building Code sections noted herein. DmMVTKRC CertalnTeed Asphah Rgoft ShlngiM LArI LII Labeling shall be in accordance with the requiremnts of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. Coervivio ColrwuANte This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documeritation changes, or provisions Or the Cc & that relate to the product change. Acceptance of this Evaluation Report by the named diem constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentatlon changes. TFlnitylERD requires a complete review of this Evaluation Report relative to updated Code requirement; with each Cate Gyde. Antramsainstrit The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be clutplayed in advertising literature. If any portion of the Evaluation Report Is displayed, then ft shall be dome in Its entirety. ka9 KT*N: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This Evaluation Report Consists of pages 1 through 9, Prepared lfy: + G )r '`y,'�.z _F+� 1f aZ �i T +T YaaA'sT 114W1R.rvararversrr..rrvaa.wn.rw4MxAae. .. Robertl.M. Nimikhe P.E c� M •a, tr n. 1-t- Gliovaxxe. hw a.f- v,-t. mOe Orr^opal Florid e f y ` 4a, _ .era eseo, . w a.. DIt 0asT7atknNa591 FdrrdDDiAANE2A&3 r, x7r�.->ti m+c+»* ».mv..da IV o.adaa.1 ova eAdr,IOWrv.sar cod. nn.d IN. Corrinciumotilmounianxiscon 1. Trinity IEgo does not have, nor does it intend to acquire or will It acquire, a financial interest hit any company manufacturing or distributing; products it evaluates, 2. Trinity I ERD I, not owned, operated or controllied W any comparry manufacturing or distributing products it "lusitas. & Robot Nkmiien, P.E. does not haw nor will acquire, a fkvaidal interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4. Robert Nierrpnea, RE does not have, nor will acquire, a firrineial Interest in any other entity involved In the approval process of the product. S. Thh Is a bung code evNuatlon. Neither TrirdtylERD nor Robert Niernken, P.E. are, in arty way, the Designer of Rid for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically 'for that purpose. TR"TY EFO Note: For ASTM D3161 - Class F, use BASF Sonolastk NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shkogieL Apply NP i or PL adhesive from the middle of the shingle's. raised oveday on the top piece and extending approximately 4-inch along the sides of the headiap along a line % to 1-inch from each side of the shrWs headlapt Immediately align and apply the overlying shingle, gently pressing tab saes Into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or Pl. adhesive 63.4 P_r�. Sholle"..Predde%tWSbake'Vt. .Predde Shaken - LOW ANSI U MNAM UON sro AofE Ill lwr Al *A*K4 daps„ are IN Mid ft each WLPnft Wi RromtL:m-,W..rab,.dhd?wdiwm*&dt.d akaptav ri.artlWwo Niel-daiverAAr 4ifktirS wile�li be .p sppW Atritirvh Kdbv 1. 40' eleerbaa.traim(taem Wrdor r�,'eilk (oci: wr4 (3a I ur Icon) . {1 NOTE Appy arts m W" *4 - . _i_ - 7ion*I",,�mewomo otawwogw 11 Ask 1'4kmlm N.S monumol ONIOW MAO ra:aandentAtex 1 smA. I ArsanarAwirrrdw(Narb" rdUi 9*UWr.OWAIPA 63,4,1 Hip & Ridge, Option y1�nRrPr�ersaiideemtal Accessory r RE3ttum Accbi Prealtlal accessary shOtilies, can be flat foc cwxaWg fips Saul ridges- APP4 sus op O tie rh* (expose no mare fit= 7' from illte bottom edr of then "knati,• del each itoomity 1ML$ptwo fas- f6aets:The blituslis mostbeIA1•long Ix1owso'they panetcAs either -W Into 1t deck or conalidelefirt1trh the ram(. Presidential acceawy coattails two dtffered,ib L AccesM pmdocedto Binalaoaml, At Is 12' x 12% Portland, ORpno3aca 47 " x 1314` accesal Note: For ASTM D3161 - Class F. use BASF' Sonolastic NP 1 adhesive or Henkel PLO Polyumost rue Roof & Flashing Sealant in aoxlordance with manufacturefs &utrucciollL 6.3.4.2 Hip & Ridge, Option 2: Referto Instructions herein for Cedar Crest, Cedar Cre3tm IR hip and ridge sfdrglrs. Exterior Re"Oft h and lift" LLC. r..Wrmr WAaav wt.rrnrrsaa Erahirse nRaPW An QLw4to F1S444416 Pardon s: est"is Pap 7 of 9 IMES E"luafion Report ESR-I"'/* Issued Jdy 201`3 T7tdFailed isatilli` dtohand" A(a WIf, 206 twitWilgeaM I (MCI) 42S41517 1(r,U) 6994e4a A srdlsidaerytif fie dnligmah 7rat Cods cormc r OM IA' ' 070000--IHERN LL AM MOISTURE movement and provide a water stop. A0 reef Has are PROTECTION desgrled with anchor lags except her the CedanNe and $*cow 47 32 Is- oortarou float Tor Madera 0*OWw mint rlM ct11a'Ifg Oxides are ellAer applied to the stposed surface &I a ceamn&Mw material or mixed REPORT H(3LUM Ifxegrally with the B6 mat to produce a ME011gli-colared product SIGNAL ROOFING TWO wow "Hirm ORWIL SUITE 100 - All Tod ties are coxed O Teach required strang t h bekli RVRE, CALWON" 10" shipmerill. Product designadu>s. dinnerearts and kslalled P17* 14N ay weights ate': lxkged MR Table f or M b repot. Roof tie are B U*ed to Fillure 1. bz&VmzmbondAm 3.2 CORDfeh, tattN7f TLINs;. ttpal'krn •S and lives are elaaided cahCrete rod tiPS Meat EVALU16DIi SUBJECT comply with ASTM C1491 The roof tie is mantiackxed in !file sa ne nmber as tie MdDft desatied let SK" &I, OdMR7flElE flQGF 77LEtin A71AN7i8, BA flAal MOM. except See tie IS. The root as is riksgues EARCELO0644SPACT, CAPRI, CECARLTE I Whaar anchor flitill The product nesup sOM, Mnonioes CEDARUTE 490. CLASSIC 10%ESPANA 7 BARCELCK% and isfaMd illy weW we In Taw t. see ESPANA IN HOMESTEAD SNAKE, HOMESTEAD - Figure t for an Musbaion or Me Be. SLATE, MADERA, MADERA 700, MISSION S f t0 MISTALIATIDN 13ARCELONA, ROMA, SAXO1NY, SAXONY "k SAXONY 7i0. SAXONY SOS, S47LCNY466A1til, SAXGNY-MLATE. tit comerd BAXCW4)QUWM UAAE, SAXGNY4WUT SLAKE, l M Of the BIRM Roo" nod ties arcs" be in SAXONY SPLIT SLATE, SAXONYANW T, SAXONY MMl- acccoxdace wtu Ste CMXFfte and cry Rod Tie WAC% SPANISH 'Ir. SPANISH "S' PtWiCO TEJAS Inft*30 ra MaTwN for Modatalle Carlisle Regions, dated ESPAN& VAPIM*JW ROLL, VM.LeA. VLLA SM V&LA March 2010, published by the Tie Rgoing institute rOM AND VH.LA 9DD.4LWACT and VWesk im Sides Roofing Conti clots; Assocat on (tlereirraDer rele mid to as the TRUWWSRCA tistaM Om 1A EVALUATION SCOPE manual), and ritcogri¢ed in W5 except as OcaVOmme nttf the nodose: I t otherwise 1Kiled In the report n Ease of comic between Se 2012 and 2009 kftmagmW Building Clikke (ilC) the ltstaMaOml manual and this repon, this report govem ■ 2012 and 20T19 BYsnaffonaf neaidendat GNdee #PC) This report and Ow TRVWSRCA krAaiatbn manual must be avalable, at toe j06eile at all Mlles during kstaM m t Omer ODOEs (See Sedan 0.0) T ee rod UEs OW be kGteMW rdF on a mum rod slope of Proti s ate: 2 7712 (20.83%), Care must be taken okrkhg TIM ps installation to ensue that hatimnial joins are kept parallel t Fire C'om%SJlcaom to the em and vertical i0iais are ad rght mom to the t weatw Teskiame eave In Order to ensure urA*m cor a between too Lies r villindRiplit nesisla nce and proper tit and appearance. All cracked and Woken reef Tiles must be replaced. 2.0 USES 42 Adleshe got systems: The DOW Roo" concrele roof lies' - Ieo over soled The Bard Roofing roof On may be kittaiW With lad tie sne'aDWag are used as Choss A ltld coverings ih adlre'dties rid am revolintised In a currant .C-ES accordance with Sector 15052 or the 03C and SecOmr evat a lion reprmi for we in concrete we" we R902.1 tithe i2C, appiesdatinsi sTamon of an casks ffaEse adhesive set 3.9 DESCRIPTION ffdW be In I&MOTdaice WE the adhesive 3.1 Mtalodit Cor4m(o Roof TSkrsx mminacturee's IGC-ES evinkrad" ram, These root Mies ase euthu ded kntefOck conctele rod Res 4.a "Wasr Set "swam teal comply with ASTIA C1492 and haling kderocklg ribs Except kit me Vft 600, Barcetow SM. Sazary 6110, on the OrgAu*W edges 0f the tOs to reshkt lateral CCOalW-eftft 600 and Madera ties, the Boral R4EMpg 'Ipalles ApS2i14 iSffiiOM.AE __.ice.,OF_a_.d__dvrS1_14ii_.Ea_a.4md ®.�f u.#6o=:,..p a�aerAw n..a mmjpm catesYile2D14 PANEL efts RoWRINIG SYstIBAS EVAuu1TION: 1. 5com Product Roofing - Categixtn x Sub4Rt6gmy: Asphalt Shingles C Staterriet: Certain'reid halt - Shingles, as used Certakilreetl Corporation, have i:lcmonstrated otth�ia#hce Asp Roofing g prod try P compliance anes with oio following sections rons of the Flo kla Building Cade and F rda Building Code, Residential .. VolumethrauBh Testing in accordance with the following Standarch. Comp' l alwe is subject to the installation Re hemems add Llmitateris / Condltlons of Lase set forth herein. 2. STATMSARM Y&K 15072.5, RN&L4 Physiol Froperrles AMA 03462 21109 1507.17 A9Q5.16.L wind Resistance ASTM 0316 - class f -1, 1, 2009 1507.2.7,t A906,16A Wind Rescourrce ASTW107158,Classq 2006 3. Recntuticts: gel UL (TST 1140) ASTM 03161 04HI196S2 05A5/1 a UL iIST 1740) ASTM D3161 99NK26506 11/23/199I, UL UST 174D) ASTM D3161 03CAL2702 05/27/2003 101.W7 fT41?) AM1M D316i 03CAL2702 D6I16a'zoa 3 UL W L740) ASTM Miss 0INK29947 10103/2003 dL CMT 11401 ASTM D3161 04CA11329 0s124, hIx4 UL nisi 174M ASTM D3161 04CA32986 12/aSt2004 ULITST1740) ASTM D3161 OSNK97049 (14115,/2065 UL MST 17401 ASTM D3161 0SNUCTI8 OS/tz,icoD3 oL(M71740) A1M D3161 05C.416M WI-2/2i)DS Ut(TST 174D) ASTM D3191 OSNK14936 osizvloo, UL(TST 1740) ASTM D3161 051,1K22wit 06/2ir Lh05 OL (TST 174(i1 A57M D3462 R664 09AV, 5 UL (TST 1740) ASTM D7158 05NKOW7 06/281200n UL (TST 174333 ASTM D31€1 & O3462 09CA28R7s 0721/2009 UI(TST 1740) ASTM D34f-- IO(A41303 10/07/ 10 UL (TST 1740) ASTM D3161 iWA413D3 10108/203o UL tW 17401 ASTM 07259 loc"1303 10/27/2010 UL (TST 1.740) ASTM 03161 & D3462 1DCA44960 11/1Tf24n10 UL LLC M 9628) ASTM D3161, D3482 & D7158 LVA32897 111'21/2i113 UL Luc OST962a) AiTMD3161,03462 TFWA694 04122/2014 UL LLC ITST 96281 A57M D7158 TGAH.R684 04/220014 UL LLC [QUA 967S) Qpolit/Control Service Cziffifftd.n Fxp_0-,M3/2017 4. PRoundaDesolondow. 4.1 C17201', XT- 25, XT` 30 and XT- 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shegle', Centennial State-, Grand Manor Shane `, Landmark"', Landmark'" IR, Landmark' Pro, Landmark°' Premium, Landmark' TL, Landmark- Soleris and tandiatark� Solads IR are fiberglass reinforced, laminated aspha it roof shingles. 43 Presidential Shal-7Presidential Shake IR and PrOuldenwi Shake TL"i are fiberglass reinforced, architectural asphalt roof shingles. 44 Hatteras-, Highland Slate -and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt mod shingles. 45 Patriot' is a i berglaxs reinforced asphalt roof strip -shingle (with no cut-ts) providing a laminated aprlearaflCe through an Intermittent shadow lime with contrasting Intend drops for color definition. 4,6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow RedlmTM, Cedar Crest" and Cedar Crest" IR are fiberglass reinforced accessary shingles for hip and ridge Installation. 4,7 Any of the above listed shingles may be produced in All (algae resistaunt) versions, tttmkr ane.rch and Design ILL, Finhaiigacl Repot 3532,09,05,09 a.tiM.ffalAUAwbotloraasa7 FL5444,RS Revissan5-O3/okirwiS Prg6 2.are "�! TRNTY f Etta I 6.35 Natter:$I-1 T6E imI min sib MOPrr AOwe '--• A' -- •. ra p - . aart .rytl--k*-.e rmtra.r4Aeu. i •SR a,uAolalkrr . rra� a.*WveO,.arrr.e Ni1reRq.r.(rdW %,.hg ,W.ar Sl4 «.e 1--Macaw IW�.Rrand.... 1' "mod . daW B 4*Ot eagnaertiorkboat"a xh ,_A*uu�arhsr *W.d oedomaaimrwecOnr6ridvaireou; oats rWar a.dav, .We - tefteliftft-xA-ftcovetea fin Aftits. N*- 63.5,1 Hip & Ridge, Option 1' Accessory for Hatteras. FR*4 boo stiles f � . S�� �� ". r.. .►� Y 1 2 3 � - _Z1 Alist ee-15.1#: 18 t terinl large aNllr arterse In #$so ' V i\ 54 Hostilesrfom"esab hrt, 6rgfel Note: For ASTM D3161 - Class F, use BASF Sonclasirc NP 1 ad'heuve or Henkel PLO Polyurethane loaf & flashing sealant in accordance with manufacturer's Instructions. 63.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 9_ I f lmpi - _-1.---i__Y- 81 31011i as t l;l m Sill Sh 'e Sklllgic. IN - -- �L Heso Li7-2*CWAWWW d*Wuf. r(aina-wc* g 6t5-1'fzy WU"O CW AbWb OLilk; L Note: For ASTM D3161 - Class F, use BASF SDieolastic NP 1 adhesive 11 Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's huructions, Exterior Rarwrch and Design, I.I.C. 0.6111ci r ofAaebamrr. &BM tE.Mt-Iga I Aftnst ViIdLWT' ADDeTYeB add 7h d W Wes may be kmtaiW with mess that are ren Vilized In a L`Uffef* t9GES evallXWW report for use in concrete roate g ere appRca i nWs. hmia0dkan or rMis using thrests mortar set systems must be In alccodaKe with the mortar misnufacturer's rCC-ES evalralhrt report. 4A wind RosfttaMR: "I Cedaf0b 1 CedarMU SM AladeM and 'NOrdaaa TOO: 4A.1.1 M21I3C: IrrSWOUdn of time Tim is Imbed to the prescriptive parameters, of Tate 15072,7 fa LtVuOe design wind Speeds 1V k) of 130 mph Me krnWh) or less and Dream N1r4 h Orw ied (18.3 m) or lass. As an abuobw. an minkoan T/w-kKh4rKk (11.1 con) oidii same Dow of minimum "fs2-victltrlkk (11.9 con) plywood. a dirge ire 1. buglehead wood screw, In the center fastener We LTA, be used In tau dike two rOk MCIL*W for TOW MOPES Of 3.12 and over. The screw mug be of wffkiag length to perintratka trough file deck a miendrr d % stein (19.1 icon). The bugklhes d screw must have a mum diameter or 0.138 Inch t3min .5 and a head diamdeter ) 0.328 &db .3 min The Be may be kab" *Mv Leasomits kr..Tatfed Mug be nornknaey 1A'nclHry-3-mch wocA Each tie mat be rashined To the batten with a single CONOODII-resistant, bLQeDMO wood sum in the center fastener incie. The strew must pernefrade the batten mkarluan of I4 khan (19t1 mn) but mug rW penetrate ft Lindisdayment The top edge d the Bit: is dlgined with the top d ft baftlr. 4A.12 2612 MC and 2WS RIC and IRC: Vstatubm or These lies is Saw to the - d Taff prescriptive parameters 1607.3.7 of the IBC and Section F190SAI of one IRC, as applicable, for baste wM speeds (;-second gust) of 100 mph (161 OfVI) or hiss and mean rod freights of t let IBC 60 teat B 2aB cram or Less the and AO teat ( ) (12192 roan) or less To the M4C. see section t4.1.1 Or t&AMtg d slaeamklg watt SM* screw in ftu of two nab for rod slopes of 312 and 0I Also, See Sedim 4A.1-1 for Ile kdialli ion OR bSUeh&. 4.42 Alt Other TEp Pacuept CWMMte f 064MW SW, Mbdoca a M Mladm 7OW 4A411 2412 IBC: For ultimate resigrh wild speeds (VI) of 130 mph (209 lim" or less and mean rod hejgh(s of 60 teet (IS 3 m) or less, files must be Installed In aCCOl 4RMe with me pM%fiPfi" PardMe s Or Table 1597.3-7 or Ufa fBG. For applications bwjoad these p>esCrOM M parameters, the des and me faskin" systEmf must be designed In accordance with FV.ft 1 of E IR,2 15n. DPslgn CCf18YderaMM rbr High Win d AppMcdEms under the 20121BG and PC (ASCE 7-10). "11.2 2412 IRC: For bask wind speeds (&MOcond ") CPT too "" (1st Omits) or less am mead ford toe0hts of 40 feet (12 192 con) or less, lies must be trcabn&erL in accordance won the proscr1pave paanetet5 of Section R9M.3.T of Acre IRC- For applicalkins beyond these prewriplive Paatimters, We Pies and The fastening sirshims mad ibe drso ned In accordance wart Figure 1 at ESP- 1 - DEMipn CaralHeranORfi for High h5frrd Applications under the 2012 IBC and IRC (ASCE 7-10)- "Zil 209 MO and IRM For basic vied speeds (3-second 3t) of 100 mph (161 kttdh) or loss and mean roof AefgfMs of OD lim (16 288 nm) or hiss W Ste 18C or 4D feet (12 192 mn) or fen Or the IRC, Tiles must be W is accordance With the pexopum palam ekK% of Table 1507.3,7 of she HIC or Section R905.&T of the, IRC, as appllcaft- For applitaMaW beyond trEse+ pxestrillive paramelers, the toes and the fastening sirsterru must EvalIATIM RWWt353ZAs.Oblt9 1154444W Ravhlan 9s 03/p6/2D15 Fapacfli Plilita 2 of 10 be thisl Ined x1 withstand ale aerodimamk wind uplift moment In accordance aim the section on Dest)pa CwKkle Wiopts firer High VOW: Appliculkin in Ap perelk B of Vie TWW$1WA knUMUon rim. The gernsic required sepirdynimk "M moment. determined its accordance said Tables SA Srothgh 60 of the TMANSPiCA, wastastapi MWNA mash be mind by hie we FaRtur ram ft Taste 2 to ootin the required ataodimarak upi0 irnomit or one sp c&[ Pool we being iresstased. The affolvable Omdlinamic Win mocrent for The foof Tie TasLerdnO system selected Aran Table 7A of ore TRVWSRC;A. Insdallalfm manual, mombe equal to or glatar Minn 0he mquked aeludyraalic upW mourirt to the specific Twf re be" Insfaled 4.5 P&r when wismard lei accontar" with as report rive Baal Poo" concreses, rod Min are Class A Loaf caveri gs In accordancewill TBC Section 15052 and IFIC Section R902.1, whern rod ties are Instagia with a roof We ad nestae, riedisissapin must be in accordance with all CON X71ONS OF USE The ROTA Roo" extracted cancru"le red fees described in tlds tepDo rofgrry with, or we "able aMPJ nmw to *flat Is speeded in. those codes listed in Section I of trls rum stailectisoffiettallowestif condo &I The MO VOS elitist be Mftd in accordance with this mport, the code at ore TFIVIVSKA tWA#a§on marhu8i. k4 Case or a conflict between the I isialkaOPn m7anul1 am ttiis; - - - MIA report mks 62 The rod dertki g awed mot maturing spleen must be designed Tux Moe approildi a boars diekernarfed in accordance wim the appR.able code_ 5.3 The Bard Roodlg concialle roof ges she produced at the mamrfacThmktg facilities Wecffitd in Table i under a qualty control program with Inspections; by ICSGES. GIG !EVIDENCE W MT W Data In accordance Yarn me IMES Accefitance Crloella For Clay, and (° orkiete Rucif TOES (AC180), diced February 20,12. 7.0 IDHiifflCATK)N The Und&-SM of eedlh Wd Ile, . for CIMWRO V cellorme 5D0„ Madera 700 and Madera wit, K knpn iect with Be or Boxd ROcialt logo (Figure 2) or the name MamFLNeW Baal, BON N Iat vristl e. C.eTlaiW I C.edarft ti�iL, Madera 700. and Madera fts natee an -M. ATgYrnledl on me Op ski or each fica Each shgipktg pallet mast how a label clearing Bite Born Roo" rhatre, the We designation; mwujbcWmg location add Addrin,s: COOS; SAP Mo*er; peW Flu plldactlao d".' WMU W twe1gM and the "*W number (ESR-1647). 8.0 OTHER CODES In addition, to the crudes referenced In Sechots 1.0„ the Tsui in In report were evaluated: for wit the MqAWMM Of the codes., a 2OD6 InEr katiionat Building Loch' OBC) t 2006 ft*magonW RealkirefiefC.a%E REII Tile LTOW Roofklg condone rod teas its over s(1Md or spared stfestlting are considered Class A In accordance vAM the exception to 2006 IBC Section 1505-2 and 200E IRC Section R502A, AA other consoas OF recognition are as described In Sections 20 Through 7,0. ERD S. LIMITATIONS. 5.1 This 1s a building code evaluation. Ne-tler TriluNI RD nor Robert Niemrnen P.E. are n " way, the Designer of Record for any protect on which this Evaluation Report, or previous vendim thereof, is/was used for permitting or - idance- unless retained specifically for than se. desigfn� PR1 I�rW 5.2 Eval is not -. use In the HVH2 This - .cation far Report S.3 Fire Classification is not part of this Evaluation Rrapmt; refer to current Approved Roofulig Mates hh Directory for fire ratings of this product 5.4 Wind Cesstication: SA.1 Ail shingles noted herein are Classified In accordance with F5C Tables M-/2 2.7.1 and R905.243 to ASW D21E1, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us In all wind zones lap to V_ - 150 m v =194 mph). Referto Section 6 for installation re ulrements to this wind ratan ph I m, pit) q set & 5,4.2 presidential rionraony, Accessory fa Hatteras, Shackle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F when BASF Sonotastic NP' 1 adhesive or Hierdoel PLi' Pntyurathane Roof & Flashing Seaiam, applied as specked In marlufactura€'s application instauttions, indicating the shingles are acceptable fo_ u� n all wind 1Dres u to Y- - 150 h V - 1�4 h P .aa I vx � 1< 5.4.3 Ctassilieafion by ASTM D7158 applies to exposure category B or aril a building height of 60 feet or less. Caiculattons by a qualified design professional are required for cosdhihns outside these lini tations. Contact the shingle manufacturer for data spec -tic to each "Cie. 5,4.3,1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CrxtarnTeed asphalt roofingshingles fist in n - .1 tit. 4.5 ads a calculated uplift laic F_ a minimum deli find gls listed Section 4 rough exceeds the pf a (., at ma design W speed of V..d all 150 mph (VA a 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than on cal to £dfeme The shingles are permissible under Code!or Installation in these conditions using the installation procedures detailed In this Evaluation Report and Certainteed minimurn requirements, subject to mmimurn; codlrad fastening requ rerrems established within any local Jurisdiction, which shall take precedence. 5.5 All products In the roof assemdfy shall have quality=mance audits In accordance with the Florida Building Code and F,A.C. Rule 61620-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlaymerit and fasteners shall comply with FBC 1507.2 / m%5.2 and the shingle manufacturer's minimum requirements. 6.11 Underlayment shall be acceptable to Cescainlreed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61620-3, per FSC Sections 1507.2.3, 1507-2A or R9@15.2.3. 6.2 Instalation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minhmum four (41 nails per shingle In accordance with r8C 1507.2.7 or Section R905.2.6 and the col nimum requirements herein. 61-1 Fasteners shall be In accordance With manufacturet's pu00shed requireniems, but not less than FBC 1Sd7.2.6 or R545.2.5. Staples are not permitted. 6,12 Where the roof slope exceeds 21 units vertical In 12 units ho6comal, use the "Steep Slaps" olreettom. 5.3 Certainleed asphalt shtr.,ties are acceptable for use in rer of (tear -off) or recover applications, subject to the limitations set form In FBC Stertion 151Q and CertalnTeed published WtuaMation Instructions. tTredor Research and 6esttn, LLC Etaluadan Revert 1632A9.Os•Ra perisar,dfA.nO,Nn?wARM R54444Rd Reaia6h sit Oalra6/2n16 rage 3Of% TRNTY I EM 6.3,6 Ift.hPaild 5104MMIRMATTI1,90*7 101W AW I A ND NM mo slttMTk ....F-_ _ ON, ruts aamand"GET" d izo re forte W.drr �� i&. TAIL RldkmA NAerAdstt.7m KbeA4D is ma.wh Oneximrod. S . Aptill-at-Ar er.peara rsmnA evch hr I .rand ux*z Y�OmoAagmeeat asualli"IwIlm witiand Oor,- - aid Wfe1 a.r.na.x. "H -O_ �. - ur� € Wa sy ert..*n1a,+.4t14+araa gp-ll--%#ma --i6--VW.*ti qf.VAW 'r3nr1 MH`rmCre Om.In,A.gearxruranems I. hety- 6.3,6.1 Hip & Ridge, Option 1: Referto instructions herein for Cedar Cresk'"", Cedar Crest" IR or Shengle Ridge" hip and ridge shingles. 6.3.7 Padtlot": LOW AND ship Slop[ STOP Sion Use Fotk tails, for every hill sTuattle ficaued Is shoran liclrw. nsrr RnIg ns ix amd fvw Ix" It drawn "i' p. ti mar far every rids *N.*msho.a bik. aVIrif roftoxx.oi i1e ARM D49-6 Typo a b.npmk& l'(25 moo WIsap nuft `N,* ceaimt. aeon. i. ,,„,X .I- f---. -F� ., cAln)w,llxmole,_d rmormg cued coo. caws milks cot $,A'- ,IN-t "aisvr I F_ = � , iy -(- t};E-4 --I -L --_- ----- ram_ "fit s� - .�r w+a riaw, I r r, - - - - ow X_ I 0" Hip & Ridge: Referto Instructions herein for Cedar Cues(", Cedar Crest- IR, shadow Ridg6TM' or Shange Ridge- hip and ridge le shim d. B 7. LAaEuNG= 7.1 Each unit shall bear a..... permanent label with the manur acturer"s name, logo, city, state and logo of the Accredited Quality Assurance Arne noted herein. 7,2 Asphalt shingle wrappers shut' Indicate wmphance with one of the required classifications detailed iu FOC Table 1507.21a / R905.16A. 8. Bululdi a PERA4rr thicurIREMenrfs: As requied by the Soloing LTrf oral or Authority Havkrg Jurisdiction in order to properly evaluate the ire4dllation of this proolvd, B. MMNACTUWtG PLANTS: Corrfact the nanhed CA entlty for Information on which plants produce products cohered by Florida Rule 61G20-3 CIA requirements. 10. O1uALrN AsstxuaNcE ENTITY: UL LLC-QUA9625; (414) 243-6409; karen.buchniaon@m.ul.com - END OF EVALUATION REPORT - Gated r Twevarch amp Desfaq, LLC Evduatim Report asnA&esmse FL5444-R8 Revhlnrn: sire , Is Prep s af9 r.SR-16a I &MMIeNiei$tAtY ¢daW7rn d - Pia30ElO TABLE 1-TILE OWEIOSKM $,t IGHT$ Attu"WWACTIIRINB FACILITIES TI.E OESLOIATM7N INSTALLED DRY tiliminlosofT vatEnsMaNew) MANUFACTURINGFACILITY LEIIOTitI knDtN Alhtrwa-Sift 10.4 16114.6 let, PMr w AaarAa .,`mxrxed 10.4 1614 16% PanpmhD atme(6nawo 35 17 13 _ Law V4wn _ awcubm9m 9.3 17 13 LOFW rueoduna-noted 102 telh 13 I Kaiy C9pi 10.1 17 12'4 Lake waits c NkFft I CoaLlfaa 600_ -_ SA Wh 13 _.. __.-..G&W EsparialBadreginia 90 17 12'h Hans n Espana IBaftei" 6.5 17 12% LAke Wales Espana na i eaeakrut 9.0 17 12sta i M-* Evans I Sin.ie o gap"6wleacekrmatio 9.0 ss 17 17 _ 1211. 12% - Ftwb Fusion, Semi wit - HOMM State 9.1 17 13 SNXOM Madera _ Madera 700. - s5 -7.2 13' ix lilt, ---. 13 -..-. 13 _ coot G*W Maim 8 I sair4lona 10.33 let, 13 Pbow* Saaany st r - spill Old English Thamh 9.9 17 13 SbckbDn aaxmy-. ow" $rhak0 _ t0.._3 _ 16'1, 13 -. RYy- - Saxony -OM" $two 10.3 17 II14 Itiuitv - - OAttf-Y Saabs 10_ 10-3 16'r-, - _. 13 t4dy LlalatY-comet BlNe i Bs 17 t247a Mato swow-CMK*Y 8*snake 10.3 letx 13... _.- Katy. .. Saxony -Erryrn Thatch 102 i6`4 13 K1114, Sry- F-iirTRah Tlheexn t6.3 17 12% RieltS _ 6aawry'-E%tsIs Thakh 10.4 17' IA - Lake V09105 saaany-shake 10-3 lei. 13 KAy many -Shake 9.5 loll, i3 Phoeniir r - Semite .raxOnY 10.3 -... 17 - -_ tzar -- r Maa0. SWMRY - snake 10.4 17 12% Lake Whin Saxony -Shake 9.6 17 13 Denvm _ savorySM- Shalial 0.1 17 13 Lathrop s'rax4iiY Too -shake 9.1 17 13 thocldw $BKWW - elate tstxorw-Siva 9-5 110 1614 16i. '--..- 13 _. 13 Phoenix Katy saww-sm 10.3 17 12% RWb -mww-swa tOA 17 12% Lake W*09 -Sawrty Boo- skoh, at 17 13 LaNM sahxwry gre- sides at 17 13 Sock BaAIXry 900 - DorirAy State 9.1 17 13 alwid r s3axom-Slate 9.6 17 13 Denver '... sa diew - Y state 16 17 13 Denvm Saxony -Spit Old EWah Thrice 9.6 17 13 Denver Sm-W- SMShaun 10.3 1 17. 1 12% 1 MEMO spow-Spa ahele IO.d�-- I]. 1 t2% 1-.-- Lake wales -.....'. saxony-SM Nae I ioi 1 17 1 2v HdeRa For IS; I melt 25A min. 1 Per- 4W kana`. 'JTRNTY ERD 6.3.1 c'r20^'.=7LX=30,M=30Ih tOWAADIVWOL 0MSLON op $10" BMW 12 12' 12- ails ties tow wW end IN rpoa of rorin Conde let"my rw - nm 1 . 11 rro®t 61itl -O faLf6s O L7WjpRr agaesl.rdae t s' tS .tt$taal f con}-� g i atlt 1 4 _-. -L. _. II IIa 4 bRAd 51/r r -- ---- --- &>Elslt rar+r, - ials;' tarlr _ 0ft S� i"rF rmrj - - - '-1-- _-- i - .. _ _ I R.maa . .Aarf, l"(S srE2pwsrxrlp *TK OW49 naaaa. s'IV ?gr+M!].d° iMw'auOarLJ*rilkNaid+, Allue - -CALTb Mf♦> ink droftooMtn a ami s ft- 11-3;thr/b+ m*fia m.vj y*%* 63,1.1 No & Ridge: Cut Shingles asnr-Ii- -1 Iµ`.l" I}.r +_ i-t- 1Lr CTE6 r"--r c �, _ _ _ _ tp i to ���.. lid . R��. n 1 up � `i4-Nk M" r Y thm"s - g .li ,, ` "P iOsuddb PEW1ra1,r5a4ak Alw en6Ar6ll..4-alPdRySs 4�1 se 1;; 41OWMA"UM.*-04 46'vf /try.1�,�*AudrasW' P+a&Rw'Wa�rrr((s Note: For ASTM D3161 - Class F, use BASF SariOiastie NP 1 adhesive or Henkel PT.a Pclyurertana Roof & Flashing Sealant in accordanim with manufacturer's instructioone. 6,12 Carrage ft2M Shaerte".Oar ieldnisl SfaRe" and Grand MmffS handell: WW AB Tw um SMNMRM 1k1-K mand6mvmdr moM6cmmhr lytffirq cab to aarvrt'ha 9.mo., kM and warns wens, gram astr comics *0 dspies roc0� area bteartY atew Aare tlrpitaf oAkrafi 711 -A aOp4ai xd%aaea I.(15 nW ear adryd"O (MOre17.0. &*& deft Dies, srtargaN ksai ipe I 'L_-. f- n" �_Isa l z - a 1" ON") III F4P d Il..) 6.j t ®" a 1. rI ilrrelXit 4s..N1.+ai+,/tr+arrA+skwtaY.rjR vwde,rik w Ghvaaiadff a 44._41-1z'" a}rionivo - iMl05._-f. +fear/74S no imwom,or iMeeirS4illit-ry0ih4.s. weevinrrdtieidrnit"4r e&ativelvaimam ENtDdW Resrareh and 0"4", Luc, OaHPrm../Aukair ve.10MAJ Evaluation Repart 3632.WOS.O FE54WRg flardium srt U PSTE f9 9 R]06-O taNemM ICC Evahaationsainfos,LLC adsosatum Streit,suraT Bra,, CA gift td sza-6s'sdos43 '{LCEi mkm$mm fax.562,015.41i w%,wJrX-a.org Certification of Independence for Evaluation [CC Evaluation Service, LLC (1) ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, LLC, is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Smite, LLC, does not have, roar will acquirer a financial interest III any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. _�Y (/u��� Shehin Wnian, P.E. - President ICC Evaluation Service, LLC EMtLI Y37 l !Lfo t4ar0ilfAWopfadaW TntS*d Papa.IOf 10 TABLE1-TTLEERsfEII&M$, LkEl6MTSANDWANLWACTU MO FACUMS(C*4640Wt TILE OESIGRAT(OM OSTALLMORY W BOIIr pWi DRSENume Ba.} ERNt F'ACTL*MG FACHIM too"" tIID7M saimay-spitsee 10.4 IT 12% Ltm%"Mr& Secorly We L Breen &7 T7 t3 Sbtt mr So "we -Rath 5.7 17 _ 13 aaawn savory We ark Share 5.7 17 }3 skwi;bn -. saxony Ma • Shake _ 7.2 17 13 SOckeri S11100iny700-MO 72 17 13 sbelden -.-saii7 -Spts hake 7.2 17 13 fie' xenon _ BMW"7W �etmha _7.1 17 '13 Taw Serietyradi-ssKa 7.1 17 13 Rb*D Smm'70 nirD-"Shols 7A I7 13 RareD Sam" p00-stem Saxxnra*:s" 94 0-1 IT IT - 13 - 13 HNXI~ Homk an _BMW 900-{ Tr SksD 0.1 _ 17 _ _ 13 IaeRd9raDIL 960-SiWm 9.5 IT 13 Lift WMre - . s zoey 9n- slow -.0.rs 17 13 Lake Wales Sationy wao-spx stt" 1L6 17 /3 Lane Won Saxony goo- s tae 9.5 17 13 Lair Water Bprestr - r - s5 to t014 POMPOW Teo$Ewwo[BmdOm 9.0 III 13 KRW Vanguard Rod &d le 11 13 PGMP- VraO AU - NON .. _--.. 9.6 _ 9.0 181h I -. 13 _ t9 Prr ftw WIa we SA 17 13 DOrrvm Wit Sao Sh 17 13 RWO -- 'Vale we- 6-0 17 1.1 _- _- Stark Was Oral 93 f7 13 Smcmn vW4 suit 1a17... 13 Kelly --_ Vila we _ _ 92 17 _ _. 13 a Lain waste Spanish-WNulwa - 9-ta 17 er, take' sawwwo 5.9 17 13 ROAD samwon 93 47 13 RMAD _ Brmny=KATY to.6 `i. 13 _. uxmw-epaxt -I" 17 13 Denver 3axonty .-cra ( MIA 17 13 ebt"M Vila 900 - impact 10.1 17 13 Droves Caesrx fog 9_6 13 TOM M How --$harm 9.6 is%: 13 TSWM Iosraload=Suite But 16% 13 relmia Rome 0.3 Ts-x 13 Twoxm 8s%gry-stake 10.5 16Y. 13 Trxrm ---. Sa,mny-sue -.-... 105 16% - 113 Tatme Baxaay- cow" Slow too h3`A 13 Tacdoe sa-V - Spa shake - 10.5 16X .. - 13 T armN .. sorority-SM Me t0.s 161E 13 Toom Vb I 9.0 F615 1 13 1Tsarim air 1IC i MR.a R.4 Ron, 1 per. ctes balm-. 'Oaiawayweep Lsbeadon83-00readep 'All drrel mmate Irw*WL 1 6.3.2.1 Hip & Ridge: iharrglise Ridge "t8 1x - fiit side i LEFT 1r + ewer t Fa d Fa73tT11Aa W1_ 1i ROK Fit . as ai tilliant 1t7'7elStrrpi'F>t4MR Nate: For AirM D3161- Class F, Use BASF Sonilastic NP 1 adhesive or Henkel PLO Polyurethane Find & Fleshing Sealant In accordance with manufai#0rees Instructions, 5.33 Laindmadt*'. Landmart- Ill. La k" Pros (foemerfv Landmiadr" Phai. Landmark'" Ptehrdam. Lwd k'- TL tendlnartt :Duch. Iarrmnsk"Souds LiC WWAJDSMIAB11Uilt utftu Ln LETM omom /M5 �w 78rA" 12, taflr^ t2 1.0 I :q - tosarr tus C*--muse - r"11Na4d RW4 -fo -0sed) 1r hrebla ftnalrrrt aoAr4.wrMAlltk AM site gm MOMM n i$etie 0*adhinVg4ia ruoin&r MKairfe:t W 16'h"--� -15 �.nry, , kadwralsii l Set helaw Ast1ldt rex" atladd aryl �-.e ¢1ar.r$ tae.M Ai D" 11p. U. AP* a' Vah of fr¢k.lr mWk-M&M R.k rod naras`6ad a'Om 11' N ISi Hoot ark OW , i'tunq "M.*ll L1tT1tN) V'- r' iwern" -- tr Hair'o0w, 1 M ore) gee rasa)rip# arerar.rlwrJ�++pastl` t (N mM at� tivd.a.aena.es=r.hhri. Fa51rsA -- - i,-.-1.,- 1. teSaroii---- '� - tfalnt eaterkrr mee6meh and Doren, Lit [wlurtion Report 35iNMAK.RR carte-t.a7AaN.bpam mom n3444-M Re ft" it 03/whin S Page s of S Walker Engineering, Inc. TI33 RackiEdwn Road Abbe 35235-2r 205-85"160 April 9, 2615 Product Approval Administrator DRPR Codes and Shiodards suite 90 1M Nortb Monroe Street Tallahassee, Florida 323G34759 Re: FL7849-R7 Dear Prodlet Approval l fir. 1 have compared the rcquiroments in the following codes to determine if the new edition of these codes has revisions that affect the manu&cwm of concrete roof tilt: 1. IMOnw4vma AWAft Cafe 2009 edition to the AWbnWimd AWAWtvg Cane 2012 edition. 2. International Retideflfial Code 2009 edition to the Inieramdonal Resider Code 2012 editiory 3. FUA& BuilAW Code, ,t mUdling 2010 tdition to the FTorW AiMa&W Clod% Building 5' edition (2014). 4. IFlarldl Building tC.o& Rea'idea illd 2010 edition to the F7erMit; Din l Cow, ReddvarAd 5" edition (2014), The result ofthis comparison is that tbere are no changes to the newer codes that affect the manufacture of concrete roof tiles. The only revisions aiFect the itr WIll tiDn requirements which have no impact on the manufachfre or quality of concrete roof tiles. Conclusion: FL7849-116 is in comptiancie with the tequiremtnts of niitrI& Build iv Coder Building 5a edition (2014) and the Florida Bad Cody Rorer So edition (2014). Sincerely, '.20�Qx Gary W. WaAr . - , pAR .4- 1,. r r ,�n C n i'� - is r� 13,i �'dls5a rTit 4 Cf. Thomas Jerrmgett - Boral Roofing -1832 South 51SAvenue FhoaB' fi '' s p?� is ; lei t t..w,,.... .. EIR-ISC I &M& WUWAcaepted and 7hm*!d Pape 5 of 10 TABLE 2-7111E FACTORS AM I" FACTOR RATIOS TM.E DFSI641AOM TILE FACTOR TILE FACTOR RATM2' can IAW (MaTula Fortiori two Nhelmr B I "meet" sumyx sat ON teellash rwatio n Tens Espana verhgirrd RaM vm ctmt too Ftmmmkrd - &Wm Homesbw - Slab Rent > _k"d Akadf99hklAb"i&7,w tsrd 1.013 OITA SPWIM •S• t.2W awo BpeniernB' . - NUM 1.144 0,013 eq mm I Brcdma 1.526 l.m4 ESOM th11f B=d= OW amebm"o aarcekxna - aspect a"" am swwm Im saxiony No sip" ato Iurati d slaw sarany we slatoa seltie , thaih vita am visa 9a0 vta goo-hrlpct `s:Yom 9w-irOKt TM Iachm Was a INS tACW I Lane tie TKMr Of 1.407 IF 8410 Section C42 Of Nr6 (rapt[ and AP$Wa t. a of Me TRUMFICrAiraUWM "%NNW W addimw dedial samamry kNkrdta tf istist elg pt•s's sewn -:hose, -,"ai so 91d9. Country shake, 4brr"Stals. country spa Slide, English nokh and Spit Old DVbh Thelch. -*--a (D C_ (n M N -1.,N C) .4.-, =3 a) � = O 0 CD- = M -0 0- .a U 0)� ) M CU Cn 0-0 0-0-0 = 0 S_ -00-L C Q (U O > Cn " N i _,-, - L C_ C13O C/O' cl I- -0 .= (J Q 0! E z z LU J 0) C: III � 0 -4-0 n ' ^^W11 (1) _c_- ��W VJ 0 � 1M_ \ V O L 'O CDL q_ i< co U =3 a) L Q_ 0) (1) M B7_ 100 U) "' OCE Q z Z Q J i1 SHEET NO. RD 1.0. T11HIT 1-�TIII T1_ :i ri7-71 1 C- > C- (D C) F-2111-11"I I Albst al" Accepted and Tiusled Paguillorlis ESR4"71 Must Wd* Accepted and Thaled E118-1641 I EM60110 ESR-1"? i "M tM402LW and PUSW tM90116 Est-l"? I M-00ft L_ L- .._ _A_ (D 0— 0 n.d-m EVALUATION 0- 0 16— "fool (D rlrrwrA No Cdmi.C.Aftm q-SERVICE --- CTJ —0 0— NallhokiA ""hole 0 kpwlm lCC-ES Evaluation Report ESR4647 CSC and CRC Supplement* O7 U (1) Reissued AkY 2&3 U) 105-WOld Thkh M —cu ONE no I 11b"M 71* report is artiied tong WWAWW 1, 2015 U) OAK" A ■1 1010111111 CC.4111,01111 I J$W)4MW I (WPM*W A &Ibsidialy of one Wamationef Code Cowics- 0 L- • 0 Q OMSION: 97 00 00,-IHERNAL AMD UM37URE PROIECTION or 32 It --Coburg" Poo 1011101 0 LL. REPO"HOLDIER: M 0 � ,- CU GORAL ROOFM 0 > Ln --0 E (D 0 Cn 16- 1 E Cu.) cn moo" EVALUATION suaimr 1 1.5040 CONCRE-W ROOF TIES: ATLANTIS, BARCELONANk BARCOLOPIA-WACT CAM C6pARidTEf CERIARLI7E 0% qL CLASSIC 11110, ESPAMI SARCELONA, ESPANA 40% "OWSUM OLAINE, M3M�M NAWqA, MADERA 70111, osum 8 1 BARCELONA, 14011111A, SAXONY, SAXONY oft SAXONY 7W SAXONY 111111101 SAXONY-"XIE, SAXONY--SLATE, SAXONY-COUNTRY SLAIV,SAXONY--SPLIT SIMIKIL SAXONY-SPLIT SLATE, SAXONV- IMPACT SAKCMY 9=-4WACT, SPANISH -Ir, SPANISH -Ir NUIEVO, 71137AS ESPANA, VANBIiA.l3 ROLL, VRIA VILLA 4110, VILLA W3 AND VILLA 90-4MPACT 1.8 EVALUATION SCOPE campaigns With Via 1, 11 a I I h - op"M No lanevia 0 2010 CaMW* &ddhilCothe Yukon 0 2010 C0101004 RaSkJOblaW Code ftabd. A a VWX sp-ba-s-ft- Flow awakNANt 2 Fire classification a Caftnilaftilk"CodelCOM The Boral Roo" concrete rod Ifies, described In the master wpm ESR-1647 may be used where a Class A root coverlogi tomplyini; With CAC Sectim 15135A1, a class 5 roor cover" coruplyng ban CBC Section IW&I.?, or a Class C rust • mamma" coverni; conMirill won CDC Saxon 15061-3 is requireo, prowom instaerrion Is in accentai" igam re mager report and the aldhonal re"Immerns. of Seclium ISD7.3 10 and 1511 all the CBC. The roof Wes may be useo In the twee rctbn of new buidbp located in a Fie Hazard Severity Zone *106a Side ResporistAlly Arm or any Villganil-Urtim kilarlace Re Area, puarkled Instaftew Is Me in am*ft$me w0h the master report and the additional retiolieffients of Sections 70IIA-3 and 70M ottre COC The Boral Rooting tartrate describer! e roof toes desibed In Via maAer rraport EW1647 maybe tied bhete a A woof covering Nos hole RW 00 complying with CRC Section FIRM.IA, a Class 8 (W cover" corriplying WattSedanCRC SeR907 12, or a 0assi 0 W the Pan depending an covering omprypil win CRC Seceon R9011 3 is requiregg, pariclotl inguetmen is in acconlance bit treinarter report and the mMo" getuinimerits of Section RW&3 of ft CRC. Tm, mor Wes may be LoW in gre construction of rim bolifirklis Waited In a" WkMndA~ IffinnuM Fire ArPA prowbed bitakabon Is Me in x4ordance Win the master mixift AM Me WMW requirements of Section PM7-1-9-1 NO MORE 2--1111OVIERLIFETILE LOGO OR BGRAL ROOFING LOGO R3275 of Me CRC, FIGURE I -TILE ILLUSTRATORS The VoM #190 SUPPIN11011t hM W been evaluated W CONAPIMMe With ft liftrillik)(161 101012110d-0bW FIGURE I -TILE LLU ""Tiobs rcmiaiw-m in��G:o W17 FWAWI--IILEtU$Mr,ONStCoafteRM Ties supplesnerd expires concuffently YM toe inagnet report R*Mjed .arty 2013, revised Apil 2014. -RwAnd APFII M4 tbPrru VAH4 pgipltl Ft #-. FL 5219.3 R3 Dam 4113/15 FL # Fl. 52193 P3 Date, 4113/15 Ft 0: fl. 5219.3 R3 Date-- 4/13/15 Ft FL 5219.3 R3 .-71 CSUCK E=nQ1neL=r1nq Report No.: 1-1 i38-SRVP-5-S6vv-ER BUCK E:rx;)1rwaL=r1nq Report No,� 15-138-savP-5-S6W-ER BUCK E=nginemering Report No.., as-i3s-saw-s-sm-R CBUCK r=rvalneaering Date: 4113/15 Report No.,- Page 7 of 8 Page 3 of 8 Page 4 of8 CBUCK E:ncj1r-*aPr1rx;1 page 5 ICC EVALUATION S �C of SERVICE S9W`1=lCWW r=11'rucit"I CRUM Inc. a-aftcite CT Authorisation #W& ee CBUCF, 1n .. cent ate of &d"fZa&W #W" Spec3cwW rWILAM"ell ef0trifiaerm CBUCr, Inc. Certftm MUM spe,11=1CW14.1 ESUCk kr- CertWow ofAuOrmlvition OW9 lCC-ES Evaluation Report ESIR-11W IFIX SupplerneW Sl:XN=lC-WW sftucftxcw ErIgultrwallwM COUCK, Inc. Cortificute 0fAL~MV0n *8064 PoissuodJelly M3 7M mW is Nj*d to natIe"AMW 1, Wf& Evaluation Report wang.lim-mi.om I WO 4234W I M 09"M A Subr of ft Intarriedona# code Cmince "Standard Off Ridge Vent with Permanent Baffle for Shingles" Manufacturer. TAMOD Performance Standards: The product described herein has demonstrated compliance With: TAS-IQOIA)-" Wind Wind Driven Resistance Increased Components/Materials Ridge Vent: Standard Off Ridge Vent - and gain andlor (by Maniffacturer), with Permanent Baffle fort Shingles OMNOW. 07 00 4S.-THERNIAL AM APOISIFURE PROTECTION Metal Roof Assembly Windspeed Resistance of Soffit Ventilatton, Strip, and Continuous of Thickness: steel Installation: Installation Method: Section: or 32 14--Conauraft floor Inum Product Name: "Standard off Ridge Vent with Permanent Baffle, for Shingles' Intermittent Ventilation System Installed at the Ridge Area. Yield Strength: 26 gauge (min.) (Refer to drawings at the end of this report.) REPORTHOLDER: Manufacturer' Corrosion Resistance: 50 Its! min. Product Category: Roofing Code Compliance: The product described herein has demonstrated compliance with Florida Building In compliance with FBC Section 1507.4.3: . Prepare deck opening by trimming any shingles & nails that may interfere BOMROOFM Thompson Architectural Metals Company (TAMCO) Code 5th Edition (2014), Section 1709,2. 0 ASTM A792 coated, or with ridge vent installation. ME INVINE CENTER 011thlE, SUITE 100 RVIM CALNVMM 9:1161111, 5015 E. Hillsborough Avenue 0 ASTM A653G90 galvanized steel . Apply roof cernent to the underside, back and side flanges of fire ridge vent, taeri7se-190 Product Sub -Category Roofing Accessories that are an integral part of the Roof System Evaluation Report This product evaluation is limited to compliance with the structural requirements Cement should be a 1/4' thick and extend 2" onto roof underlayment EMLOombam Tampa, Fl. 33605 Scope: of the Florida Building code, as related to the scope section to Florida Product Dimensions: 24' (install cement In compliance with manufacturer's Installation guidelines.) iotArm9maraLgm (8W) 248-3456 Compliance Method: State Product Approval Rule 6IG20-3-005 (2) (b) Approval Rule 6lG20-3.001, Width: Height 4-114" . Position vent flange beneath loosened shingles and align with deck opening. 111VALUAIFICIN KALN=r. for Lengths: Various. 4% 6, 8, or 10'(nominal) . Attach vent top and side flanges to deck with nails spaced &* oc. and I-I/Z' Urnitationsand Slane of 'Llmitations and Conditions of Use' for this evaluation: from each end. CONCREW ROOF TLEW- ATLANTIS, BARCELONA 90% BARCELONA-4MPAOT. CAPRI, CEDARLrFE I CEDARLITE 111011, CLASSIC 100, ESPANA I ISAWELONA, ESPANA OW HOMESTEAD SH" HOMST"C�-SLAW, WbWtk Florida Product Approval Product/System 'Standard Off Ridge Vent with Permanent Baffle for Shingfes" Conditions of Use; This evaluation, report for 'Optional Statewide Approval' contains technical . After fastening flange to deck nail and adhere loosened shingles with flashing MADERA ?ft NSSM S I 3ARCELONA, =111111A, SAXONY, SAXONY NO, SAXONY M SAXONY NO, SAXONY- # Fl. 5219.3 R3 Description: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. dccumentation, specifications and installation method(s) which laciude Permanent Baffle: cement- Apply flashing cement to exposed nail heads and wherever flange WJM SAXONY-SLAM SAXONY- COUNTRY SLATE, SAXONY-OPUT SHAKIE, SAXOW-SPLIT SLATS, SAXONY -*-. -Ir "Limitations and Conditions of Use' throughout the report in accordance Thickness: Steel edges meet shingles. OPACT, SAXONY =04WACT, SPANISH SPANISH KLIEVO. 7FARS 5111PANIA, VANGUARD ROLL, VILLA VLLA OW VILLAS110 AND VLLA "O-WACT Florida SulWing Code Sth Edition (2014) Product Assembly as Refer to Page 4 of this report for product assembly components/materials & with Rule 61G20-3.005. Per Rule 611220-3.004, the Florida Building Yield Strength: 26 gauge (min.) 'Standard Method: 2-8 Evaltrated. standards: Commission is the authority to approve products under 'Optional Statewide Corrosion Resistance: 50, ksl min. Install the Off Ridge Vent with Permanent Baffle for Shingles" assembly 1,41 EVALUATION SCOPE Approval'. In compliance with FBC Section 1507.4.3: in compliance with the installation method listed in this report and applicable Couniuiuuguawmtbepwo 1 eadow Category., Roofing 1. Ridge Vent with Permanent Baffle 0 for 'Limitations Conditions Use" # ASTM A792 coated, or code sections of FBC Sth Edition (2014) . The installation method described * 2010 AWba BulkRiii Code-arkft Sub - Category: Roofing Accessories that are an integral 2. Fasteners Qpfion ay]21-1mion outside and of Rule 61G20-a.005(1)(e) allows engineering analysis for 'project specific 0 ASTM A653 G90 galvanized steel herein is In accordance with the scope of this evaluation report. Refer to * 20I0 Fkrfda Baking Colle-AseAn" Part Of the Roof System 3. Roof Adhesive approval by the local authorities having jurisdiction in accordance with the Dimensions: manufacturer's installation Instructions as a supplemental guide for attachment, New evarvaliuk alternate methods and materials authorized in the Code. Any modification Width: 6-1/2' a Fire Product: `Standard Off Ridge Vent support: Type: of the product as evaluated In this report and approved by the Florida Height* 4' vVeaftef resistance with Permanent Baffle' Wood Deck Building Commission Is outside the scope of this evaluation and will be the Lengths- Various- 4, 6, 8, or ILY (nominal) Referenced Data: 1. TAS 100(A)-95 Test • YM Upart resistance Material: Steel (Design of support and its attachment to support framing is outside the scope of responsibility of others. PRI Asphalt Technologies, Inc. (FBC Organization JITST ID: 1556) U PURPOSE OF THBSUPPLEMEPrr Support: Wood Deck this evaluation.) - This product shall not be installed on roof mean heights greater than 33 feet, Fastener. Report If LVTt-W7-02-01, Date: 7114/05 This supplerrent Is Issued So Inlicale that the Compute RON Tiles describixt in ft maw rem ESR-1647 can" wun the * This product shall not be installed on roof slopes tess than 4:112- Purpose: Ridge Vent to Deck 2. Quality Assurance 2010 f7britla BwWV Code-,iluailpIl and Me 2010 FWM Buffift ww oesvwd one lusteew in Description: 9 Refer to applicable building code for ventilation requirements. Type. Annular Ring Shank Roofing Nails By Keystone Certifications, Inc. (QUA I D: 1824) accontance wifti the master evaluation report under this addho; corKMice The Bord Roofini; extrudet! Concrete W DIOS must be Installed In amordance wilh the d Me FRSWTRI 0732D Installation Manuat Prepared by: �*.Pmqww 6 15/32' (min.} or greater plywood, * Design of support system Is outside the scope of this report Size gauge x 1-1/4" Thompson Architectural Metals Company Licensee # 260 Use of the conco-Ae rod bes described in the master evaluallon report to compliance with one Ho Velocia, ru am F*xi&b James L Buckner, P.E., S-E.C.B.its * or Wood plank (mim specific gravity of 0.42) * Fire Classification is outside the scope of Rule 6IG20-3, and Is therefore not Corrosion Resistance: Per FBC Section 1506.5 3. Certification of Independence Z6rW provisions or Ihe 2010 Suildrig Coilb-Bi6aft aW the 2010 P"Ida Su"W Cock�ivtxiilenlial has not been evigrawried. and ism me scope Florida Professional Engineer # 31242 Slope: 4:12 or greater included in this evaluation. Standard- Per ASTM F 1667 By James U Iii-cliner, P.E. @ CRUCK Engineering Florida Evaluation AN E 1 D: 1916 io in the e This evaluation report does not evaluate the use of this product for use (FBC Organization # AN E 1916) For Products UAV Under Florida Rule 96-72, verflication that me, report hoklers quality assurance program is MANed by a qualty assurance effity approved by me Florida Buldirij Commission for the lype of inspechan; being CondUcIed Is the Project Manager: Diana Galloway No 312C High Velocity Hurricane Zone code section- (Dade & Broward Counties) mspmsibW at an approved valklabon entry (or the code aftbil when the report holder does rot Possess an appruva by Report No. l5-13S-SRVP-S-S6W-ER Roof Adhesive: the corns issiorn, (Rev(ses 22-217-SRMS46W-ER, Iko F152J 9,4 RI) : �:�kv $WOOF Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in Product Name: Heavy Bodied Flashing Cemerst This supplement expires commirmly, ben the masler report reissued July =3 revised April M* Date: 4 1 1=3 / 15 4$1 FLOR100 0 accordance with the Florida Building Code and Rule 61G20-10005 (3) for Manufactured By: TAMKO Roofing Products I --- * '�14,10NALO� "�' manufacturing unders quality assurance program audited by an approved quality Type; Asbestos -free asphalt based roof cement Contents,++ruruiwiww assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA with SRS rubber Evaluation Report Pages 1--8 1824). Application Size: 1/41 thick minimum %wind Apdi 2414 CBUCK, Inc. Standard- Per ASTM D 4586, Type I 1399 N. KIM-inDrive, Suite 4, West Patin Beach, Roma 33403 2015ZU7 09-5&-14 -04'W 42014 1 Phone! (561)491-9927 Fax: (56L)491-"28 Weliske: www.Ontddnc.net FL #: Ft S219.3 R3 FL # FL 5229-3 R3 Date: 4/13/15 Date: 4/13115 Report No.: 15-139-SRVP-S•56W-ER CBUICK Erx21r*%er1ng Report No,, 15-13$-5RVP-S-S6W-ER �CBUCKE=nQ1rx=er1nq Page 60fa Page 7 of 8 ROOFING COMPONENT APPRovAL CaUCK hm aWftwe 0fA&h0dZatkW #WU �dlCRUcK, tac Ceffiftate 0fAUUXWZ6W0t? #9064 MIAM-PADE COUNTY PRODUCT CaNrAiDL SECTION Cattgory. Roofing APPROVE]DAVIPPLICA11t, S DETAIL DRAWINGS DEPARTMENT OF REGULATORY AND 9CONON11C RISOURCIS (RER) 11805 SW 26 -&act, dim 208 Sub -Category., Ventilation Triideriame: RVIO Aluminum Ridge Vent 0 BOARD AND CODE ADW-NINSTRATION ]XVISION NAT"j, 175-2474 b 3 Fh63 Material: Aluminum 5-3/4" T (786) 315.25390 F rril6) 315.75 System Type: Mechanical attachment of ridge vent system over asphalt composition shingles. Installation Method NOTICE OF ACCEPTANCE (NOA} ---- minimum Slope: 2:12 -+_0 Florida Metal Products Inc. P.O. Box 6310 TAMCO Installation Method TRADE NAMES OF PRODUCIPS MANUFACTURED OR LABELED By APPLICANT Cutout: Truss Construction: Cut shall be T'wW. and length shall be 12" (plus overhang length) shorter on both sides ofgable, end or hips. X "Standard Off Ridge Vent with Permanent Baffle fir Shingles" TAMCCI Jacksonville, FL 32236-6310 p Diu-towsl Test Product Ridge Pole Construction. Cut be 3-V4" length be 12 '(plus "Standard Off Ridge Vent with Permanent Baffle for Shingles" SCOPE- Specilliglition J)"CA Rvill Aluminum likid" 7-',,,- x I 0'-V TAS 100(A) Ridge ventilation system shall wide, and shall overhang length) shorw on both sides of gable end or hips. it 2" (101 This NOA is being issued under the applicable rules and regulations governing the use Gfcormtruction materials. The vent Installation-. Install end plug on the end ofthe vent sealed with 100% silicone sealant. RVIO documentation submitted has been reviewed and accepted by Miami -Dade County RFR - Product Control Section to be Aluminum Ridge Vent shall be 4" longer than ventilation slat as to provide a base for the 7-5/8f 1 used in Miami Dade County and other areas where attmAed by the Authority Having Jurisdiction (AFU), 811ANuFAcTuRiNG LocATioN end Plug. cu size Length might This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section 1. Jacksonville, FL. > (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to have this Apply !/4' wide bead of 10W6 silicone Sextant caulk: to the bottom flange of the RV 10 RVIO ALLwrKm RIDGE VENT W 46.25' 8-s" Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. 0 6' 70.25' &S" product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted EVIDENCE SUBMITTED Align end offirst S9415' &S, 0suspend the use of such product or material within their j urisdiction. RER reserves the tight to revoke this acceptance, section on thcend marks and the bottom ofthc bailing flange on the . _ manner, the manufacturer will incur the expense of'such testing and the A14J may immediately Teat Age lialvat revoke, modit�, or m. rit Name Report RAk ehalk line (4�* down on both side of the ridge peak,) Nail thum sloe Alinum Ridge * IV 118,25• if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the Center for Applied Engineerin& Inc. MTS 257414a TAS IMA) September, 1995 Vent inplace using il/Valthainum ring shank rocifingnails 6" ox, with thou first nail END OF THIS ACCEPTANCE 2-VT I/S11 to 2" form the vent end. All nail heads and vent section joints shall be sealed with mquircritents of the, applicable building odde. PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS 100(A) 02,112108 1/o silicone sealant Cie- Opening This product is approved as described herein, and has been designed to comply with the Florida Building Code < including the High Velocity Hurricane Zone of the Florida Building Code- Install Florida Metal Products, Inc. high Wmd Suns ever each end of ridge vent, all -4-8 17- Rii* 12, DESCRIPTION, RVID Aluminum Ridge Vent connections between sections, and at a maximum of 3 ft. intervals over the raramder of the vent using four 1-1 V2 "aluminum ring shank- roofing nails per strap LABELING: Each unit shall bear a permanent label with the manufacturer'sname or logo, city, state and following cu Ty" rocLmw statement: 'Miami -Dade County product Control Approved'. unless otherwise noted herein. Ridge Shingle-. None 0 Norbrial 4 6, 9, or W Lenillh 15"- 8' 81 8" Ventilation Refer to manufacturers Published literature� � + + W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beer, no change L- Extol Baffle in the applicable building code negatively affecting the performance of this product Calculations, (D 24' 41 o- TERMINATION of this NOA will occur the expiration date or iftherchas bmnarcyision orchange inthe, GENERAL LfiwrATJoNs: 0 0 materials, use, an&or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet 9abWOffRdpVeMWIhftnwMBoSi 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 Miding Code. 0 0 of this NOA shall be cause for termination and removal *l`N0A, 3. RVIO Aluminum Ridge Vent shall not be installed in conjunction with Gable vents.O ADVERTIS : III,--III,--NOA number preceded by the words Miarni-Dade County, Florida, and followed by the 4. Refer to applicable Building Code required ventilation. expiration daft maybe displayed in advertising literature. If any portion offt NOA is displayed, then it shall be done m in its entirety, S. At.] approved products listed herein shall be labeled and shall beer the imprint or Identifiable marking of the 0 0 9 0 0 0 0 0 0 manufacturer's name or logo and following statement 'Miami -Dade County, Product Control Approved" or the Typical Assembly Isometric View INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and Miami -Dade County Product Control Seal as shown below. W shall be available for inspection at the job site at the request of the Building Wicial. Naft I I Ga. alln. 1-IW Corrosion Redstard, < Smooth RDolb Nab This renews NOA# 08-0611,10 and consists of pages I through 4. Spacing; W =, MAX slid V From Outer Edge FWV The submitted documentation was reviewed by Alex Tigera. 1 IM Fran EKh BW NOA Nu- 12-010.08 NOA No.: 12-01110.004 NOA Na.. 12-010.08 NOA No- 124810.08 ExpirationDatm 01/31/18 Kum Expiration Date: 01,11118 Expiration Date.-01/31/18 Expiration Date: 01RI1 I8 Dack Minn uni'1532"Vibod Approval Date: 01/17/13 Approval Date: 01/17113 AppmvaID2tr- OVIV13 Approval Date: 01117113 Page I of Page 2 of 4 Page 3of,l Page 4of4 SHEET NO. RD 1.1 INSTALLATION G&MA ral InetalladondfiomegrardTar*i t Mustoor OYWLrtlaaWoobWbuAr wdasm repodandthe puta�heri kT,o arsasi its sat the lobsite ea aIi three derirgp iratetlason: Prior � apalsiar c9 tWirlac3taNd Ted the c6pwtc sa+ttsc4 nr+stra Ct'y shin hew si oust, r,�it, Iross'ru�a,and other , Damgprd she ftq nwwtbe ropphW on repWood. A�iNk�Ekrn fAli ImtsMddfswr irt#�r Zt'i2'Pilbkj HarraGp"Tashfildn WWWWriant N designed br'raalfngalopaa of 2:12 Arrd higlw and ahori i e ihatakad pdnW aloe up and hodmnhd t to the saw% sbKft it the lowest emwpoML Fw Idwilops appaa![I� unuaYydeltoad as bWAM 3.12 to*12 it N rsmrtnrrsncNd to overlap 80%"1; farborroft dWMw of low slope sad lid oonguftloW NWi V bode ofiliciale, TbLQhSM* ftalhtatkt UrrdsAlWwft as h ilted for use under Aetahert irOptieNe Shirtl>Iek Metal RcMr1 V lo area Ceder $hMOI S tud twos bw book prtsrsd: 1001141 +frtp 00Ad to phwedr r Mier Horneetwo ToOlItI9ldn at ttaas a am over Mornsawd Touilb h Reno iP soaks edigr. if sow mewl be krofatlad *tier tits undedaymant is applied, the fort roar of fartarms should be ptaoad 9-labia (7e mm} up roan sae' aar<epo 11Wthe me0y edging can be v4ped render 9ta rltx#rlaymarit before na ft, tiatim l ovedW Owrddd be4indhew (IM rrrh) ru rniritl with to lbw of water In a sldngIo %ahrkxt. Veribei end owAspe Wvuld be fr- khdMr (152 mr* "mow be kwis0etd v wane Gn Sealatant rooka rake hwo" * 3 "YA (9.5mm3 dfanaster bred I.taw wow drOM rl taeNNrkr rtiilttl 7h (26.4 moor) caps mil ba usadvAM Pe%asd or required by io0sl codes Pot slot rnae2ARTMA84a. GIM 1 or an 000 oorrasrser rssrslance by coofi+Sh hot d"M stsei meal end.aitq+a � ® dlrateript, `llramrmelon rrr.iatsnt Fasrtsitisra ahiruW bS amp � pernsRrtde � ilia � ar a mksiavrtn 4f Y trha»PM {191 nrwn) Rtto wkd detdabg, ForeAndiudwtpkc;a0on,f ilarmsare spetedla-rehgs(9G9smm) the top, beftnand skis laps and 24-tnchas{640nmiiWong lino rare attggensd tea! rspaoed t13 and 2f3 up tote tin fldd dsf the N Homefbwd Totryyr'dnraduiOartertEwit ere Net srgxdesd for moratbe i r$na days orlfware wes@wr is pre�ad before shk# a 16 to metal.. fastgrsaa thtl bsspecad 6add>tr (139 mmi floe bobbin aard stwr NPs and aNrY 12 trctras (3 mrAi along b w rptaS ate and apeosd 113and 7A lip into the 1NW of the undwigyrrIont The boned theNrrer placemad Is oisatiy marked on the Suttee Of HomaGoard Tote sr cshdertay no"- for for Ink Won s. inarmasubject toilbhwinds IaaNnlrr hvAtcwoywiththehiph-roiw Mtn' 5edlcdt'1607or M, $sedan Rliii Chewy Rook Under the 2Crf5, 2012 and 200tt18Ca KC; the moll g underapnenis maybe read asoenrporwasffclassified muff raembles corwothg Of Clame A or0also fiber or Clans-Caepttattalgarlki %itstdregie-bomOlyfty tit 0* soolkeNs coda, when loaded In scowdartm with thhrrapeftow a minimum i44wb thick (15.9 an).plywabd dledc Under the 20M IBC, the urdortSpWrt m* also be used In Class or Cues S,rod saern"es lisfulfilzo the red covwkVs specified In the exceptionto-$arwons 15Cr6.2r area 1 MSA Under#m WOO iRC� the widerlwAnant maybe used wih roof ooverkigs of trtdd. Masonry, s4ft. day" or cot s roOOk conraete mc(deeK fanraw or oppper alit r4wa tx shsft, and motad showis a shir9las *we a re h rood' coverings am permitted le be used In lieu afs (tans Aeaeseanl* uradw Section OM,1. �Jjn In ere" dots roof AtNre.ab low brit WRW bwAV Is rsgrrked esidsrths f or IRC, a self srttrSrsd pot" modified hii meo, abasi wMpbfi a vftAMV 1)1910. or so naaoydrerl for UK as an Iftbaffier in a C;xbfXaIUwkA Repott n b t be eppW weeltwookdsubassie,insufficient couilesao40Stethe roofs tt r rdaw"of24Indm1M1 mm) the IntOWYMA ohs of Ifs auitdln9. tlorrheCNuast Torgiu�rrtr urxNrtayreisrA Ia°ktetai{ed atmca iaeioa darer pro6at�ah v+klt a 4-u1Ch C1� for pap. Code Compliance Research Report CCRR-1069 t, 17 • .: i-w r 1..;lw. DIMON, 07 0000-=THERMAL AND IIIOiSTURE PROTECTION Saralion: 07 30 06-Rowuq Felt and Undwte;rmaat REPORT HOI.DETO Hwr*Guarrl9utidlIng Pt*duata, W. Fward ,Nalrso�Fdl. REPORT SMECT: T&JahSktW 16, TeetghRWIOD 20 'Top hilli"n6t a. TgWh9suet! Touilli her 48 RD-Ug IIA SCOPE OF EVALUATION This Researth Repeat addreaAwa obloWlisroe with the fvllawg.Codes: s 2016, 2012, arld 2D09 InMMS&WW Building Go*& • 201 S; 2012, Old 20DO hiiomelilb I - CodW (IR0) TettgbSk M 15, TouyphtrONS 20, TcArghWrO 26„ TO#ftM 30 and Tough8lrM4t 60 tooling underlsyments are used hi it* ttefd of the roof to an a6erna% to the AMU DM Type i and TVs q, -raDf underiayram b specified In Chaplet If of the MC and Gfiephr 9 coitus IRC. The may be used as scents of dMifled assemblies, open Installed as; described th this rowt.. The UnderlarImards t ie been arstuated W the tfrikaldltq propert1w PROPMTY -OCSODTMI waas>cra M ryaioal Emaggig 10cli.fM'sI)d t 111 1L R004, _aadk Fire C o _ ism �t 2:1 ' Referenced aertlons apply IQ 2016,2=1 and 2er09ISO area Re Res-issat Dalai 01414017 Ranwal DaW. 01-012018 TmQhSWrA 15 is a medh *Wly atached synthetic urdarlaynnard comptisod of a woven swim coated on earth sides. The underlaymard is blade In color on both and shooft sus, soul has an orasa'slf vovight of 1.8 pounds per 100 square fast. The vndartayrnerd fa wMabfe'in rob of 48 lmho *do by 250 hoot long. TougbskM 2I1 Is a meciiaicaliy attached synthetic undSgalymerrf otrmprreed of a war *coin coated on hod- sidet web a non-v ow room on the exposed aide. The is Frey in cokx on math exposed and sthsaMg aide, and has wId overall ueelght of 2.O pounds per 100 square %ems The undseayment Is fable,In rolls of 48 IrIcbmudde by 260 heat lath$. Toughftirrllt 25 is a medhanitally a; lied syrdhetle u oarnprtsed of a woyerr scrim coated, arc both elrw with a non-wavah soft on the exposed ddo_ The undarlayAwk is gray in color € n both fed and sheahtrrg side, and has and overal weio M of 2.9 pocu4s W 100 square That The undeftflwd Is avallable in rats of 40 inehies +Aida by'20 teat long. T*gh4Iklr4 300 to a mechanically attached synthetic underlar)"ett dwdrrasised of a w r w aalm ooeted ,rxh both auras with a non-wennsht scrim an the woosed side. The wxlaftyineht It Way In calor on both .a#fted old Shepthhtg rode, and teas and. overall wadght of 3.7porurxfs W M sgcwre feat The undorlsymert.is aoW)4* to Polls of 48 kitfur ,wide by250 fast long. TwOM0 8ii Is a mecfranirzaftachM syrtMhhefic uride$� oor*ttssd of a worm scrim coaled on trcr6r with a rron-vvtadnan scrim on the 000sad sise. The wularWTInart is gray id color on both **owd and sheaahmi; f:Ede, cold has and overall weip)trf of 4.7pounds par 100 square feet The undedaymrcrri 4 avallabie In refie of 48 IncheavAle byres fare long. 4.0 I MITAf.LA ION 4A General: tr- ,Isi%n ofsb" undarbyrnents must comply with to applicable (lode, this raped, old the "Wt tioldloea. 130 Dsrty.COUd • Yoafr, PA 17408 >k�r..aw ma;ui .CodwCoanpibnceResowch PApartCCRR4U9 The underteyarvarits must be butaited in accordance will, ttra sutaectlons of fBCSection 1607 and IRC $ on R905 applicable to #de MO covaling being installed, The under r must be itiid with the prilot .side up, v,rith Ism an rereryad by the applicable Vie, evaluation report, or rrh m&tturers andnadhoeta, whicrrew Isnwe restrictive. The Mot or vwkV may be Instedbed following the undedWrient application and the wxlerleymeltt must be coveredd within the the designated in the rsapart wdees published habitation The roof wlde8eyments twee, not been ewatusted for Lw aa. an kite barrier. in sreeas of the roof required by ISC Section theft or IRO SeC5M RMS to Fmve are iM beefier, a CoNidbertnii poly w modified bltumao ahog complying with AST%rt ii1"SM or hwo WArs of Co ie.cvmpiying uralergrY&i eolldly efterded togeithbr, must be rased euch that the ice gorier elf r the reef sI minimcan dlsta " rA 24 Inches inside the interior wall bre of the builcherg. The inatalted M the held of ere roof must avertap tie be barrier: 4.3 Fire Choatlaallan; The roof rissy be used so a oornpanartt of a classliked roof assembly when specifically raooW&M as stich in a rV appvM by the Code official. The undwiayrnarrta ow also be used as an atsTubeft to the vivorwynIalft specified in ft code for rani o%Wrtgo parmfltxi darcier its Excepliom to in Section 1505.2 and iRc Section R£ai, art may be used where w6ciroaf rig its permit [ In IBC Section 1505.5. � In buUngs permitted to have riot-dasaified roofing; the axe dark must be minimum 6fb fnfrhes thidcwood shuctuml parts, &0 CONDITIONS OF USE The tyments dead in this report comply wh, or are sukabiw shmattvat to. $bad is specified In U des Berl In Section 1-0 of"the hepott, sApod to the O co ditkdna: &I installation must sty with this report, the appi cable Cade and the report holder's pubiishedl Installation instmcbons. The proviaksns of 06 nlepcit Fags 2 of 3 take precedence over r the provisivw In the rep)rt. holder's inst0aWn first uctons. 5.2Installation is *rIfted to use wfth approved mechankaliy af. -ed rod ¢xrvering sysfe %. 8;3 installation Is Wilted to fistaliati where #hie roof =%wfng does riot kwolve hot aspha9 or pitch. 8.4 inetFriladon to oinked to roof ski of 2.12 (174k) or greater. $A Attic ventilation must be proWded in aocordance with the appliubsle Cade since owe are no requIrements to evakmta vspor parrneawdy of the underlonflnent S.e The rob mderlayrreints hie not been amfuepad for use as Ice barriars. 8.7 I wleliatfort for fire classiflatition It iftled to minknu n SM incites thick dock sheettairha. 5:8 Tough 16, T0rgh6idrrp-20; ToughAM 26, TaghSkir4 $0, and Tough$kkO 60 roof underayrnarft are manufactured undw a quality control pro n with inspectors by Interb* Teefing Services m l 7). &0 SUPPORTING EVIDENCE 4L1 Reports c4 Web In acoardam* with ASTM E I X 6.2 Dew in &=Mw a with the rC.0 Acceplatyce Orlterta for Ro& LNWW Malts (AC11 , Seri Febnfary 2tilit ( orlslfyi' VbW r 2016): 8.3 IntaRe# Uftv Report ' t x"Guardf _ S'vnittmtjg 7.0 IDENTIFICATION The roof underfaWniants are marked as 24 kyba s lntervats with the product name. Each roll of the product N tabelaci with #a report holder's name,, the product crane, the M data code, and the Code Co npliance Rest Report nutnbor (COW1089). 8.0 OTHER CODES This ambon Is not applicable 130 Deity Court+Yams, PA 17408 rwwLtar 9.0 CtODECOMPLAANCE RESEARCH REPORT USE %I ApXWval of bulTdPng ptad - materials cab only to granted by a bulldhq off heaving "I authority In the specific jurisdic#ion whore appmved Is Sought. 9:2 Cod, CQfopfiance Research Reloorts; shall not be used in any rharinar that implias an sndoraeralsnit of to product by ln%®aielc, 9.3 Rellarence to lire Is teconvnended to ascortann the current irerskin ant! Stratus Ofthis reporL Ttda Coda - riwsardrRaw rRa Nke Ov eUkx ft-*e 0fktwb kk Mort and ra PvwftdPuzwArA to aee awwwwtt Inloftkaw to CleM errretc„a reeporakalily wd kbft are Naiad to owworr s and owdilorr afft aWaamertrraeitek rperYrte¢ no _ ' Xv party: Omer t-rmu N sit awd in =O nianot % r do 1t=a Ices„ Or dsmaya. rry Ire Ube of rots f U,a CINM is w parnat °DpyloP ar dbrr R er sere enly ar ka sad nee cot Shot not I= oho tt� ar 7FY&#&w Client alalher wnA s rose' rates - the n = m made. ftmeaS Tit& Ra Od Is not a„ O'dt"arnent. or - aa�' w w tar airs of ear teukled ww6w PWW daSaered loran, Ikow k M the Erro l V MbV Repad the uIbled prutluA and difae d for krfmtok CorMeaeca and Duerr deep not repmssM aWharPiahkan for the abbe of cosy ln*ftk vetftkaW iAft.Arty us* wilco Ributek itame or ads of se maim fo fha sale w advesaamert Or rtm tMWrularrar pmdult lr zmvke Mt* W t "wuk 130 Der'ry Court • York, PA 1740$ wwwintertakcomilbuildirml N O U) -Cu 0 N Q Q M � U C � 0 0 Q CU C) O .0 U) F- 4 rn .O L.I._ a) -4--8 Cz C/) E Z J 0) c 0 0 A co W z z Q J 11 I ^W, W v ICU O wr1 r1 Q U O U) ICU m SHEET N0. RD 102 W FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE a TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING o WEATHER SLOPE RESISITIVE o BARRIER WOOD FRAME CONSTR. O.3 In : 12.0 In N TAPE EXTERIOR SELF -ADHERED FLASHING :'i:2:F':i>`: 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) 3 s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND P THRESHOLD OF DOOR AND RETURN U WALL BY 6 IN. (ASSEMBLED WINDOW) �:::.:,::-°-"--- - UP JAMB 6". USE LIQUID NAIL BRAND _. " EXTERIOR OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. WEATHER-_ - :- -._. "``£_ SELF -ADHERED FLASHING BUILDING PAPER a iu - RESISITIVE 9 2 - BARRIER SEAL TOPS OF JOISTS _ WIRE LATH UNDER DECKING :.op SUBF (SEE DETAIL WP07) LOOR SELF -ADHERED FLASHING =n 3 HEAD FLASHING TIE-IN INSTRUXTIONS: J. 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape a g Scale: NTS SELF -ADHERED FLASHING WP01 WPO� SELF -ADHERED FLASHING SELF -ADHERED FLASHLNG��03 te FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER U) EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE �I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 99 SEE DETAIL WP01 sc;......:c::_ OR EQUAL WEATHER PROOF CAULKING - a REFER TO CAL TECHNI --- - -- --- LETTER ON CHEMICAL '. .::: SCORED:. ' COMPATIBILITY ::;::t.`:::s;;;::.:. . RELEASE PAPER SELF -ADHERED FLASHING BEFORE FOLDING SCORE SELF -ADHERED FLASHING, �o RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD 0 SECTION -A (SEE DETAIL WP02) DO NO- BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW f LI l IIIYV SELF -ADHERED FLASHING DECK JOIST LASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 E AM WP07 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED I WP101 NOT USED SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WP1 1 6�1 1�� SELF -ADHERED FLASHING INSIDE CORNER Ground 2 5 4 6 7 T1'Ii Water Resistant Barrier Lath Sheathing Stucco A SIN d _ d G d 2 , d a- ,: a d G Foundation Wall .d d a. "ddb a a. d d d FOUNDATION WEEP SCREED NOT USED WP09 WP121 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the ist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 1. Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing FLASHING REQUIREMENTS R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shali comply with Section R703.8. R703.2 Weather -resistant sheathingpaper. One layer of No.15 asphalt felt free from holes and P p Y p 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 buildingappendages in a manner to meet the requirements of the exterior wall envelope as q op described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all �J i to -Cu U O O a � O �--+ N U) -� CUCUCn O p S� C i Q fU O LL CU O tZ I.-> O to N - -' CU E Z Z UJ J U s � CIO a3 O 0- 0 ♦--+ O O U) co W �C Z Z Q J a SHEET NO. WP1,0 In WE 4/6n0I5 Florida Department of Commodity Affitirs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regafrdirlg� All Americart Shortiers and Glass 22ga & 2,4ga Storm Panels Projea#15.2394 To Whom It May Concem: Please be advised that the below -signed engirleer does not have nor wHI acquire a financial interest in the company manufacrutring or distributing the product(s) for which an evaluation report or validation certification has been prepared, as refereaced-above This engineer is not owned, operated, nor controlled by the mama&cturcr or distributor noted above and does not have any finsticial interest in any other entily involved in the approval prorom of the above -noted product(s). v BE SnOt Uwe 46549 No. Frank L. Betmando. PE STAIE OF Frank L Bvanslrdo� P.L� Inc.- Ptogo�� & FL PE 0046549 Cert ofAudi 99885 ........ . 160 SW 12TO AvENue #106 DEEanELD BeAcm, FL 33442 PHoue� 954-354-0660 FAX: 954-354-0443 Www,rNGVxP.C;Q" WIMP ENOINEERIN13. 4/612015 All American Shuftm and Glass — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2 2- Minimurn Allowable Spans 3. Minanum Gins Separation 4, Anchor Spacing No 33% Increase In allowable stness has been used in the design of this product Separation from glazing is not required for installations wWe of wind zone 4 and essential facilities. impact Resistance. Large Impact Resistance has bw demonalraliad as eviderioad in previouslio listed test reports, and is accounted for in Me engineering design of this product fflnd Load Resistance This product has been designed to, iii M wind loadsas indicated in the span scheduWs) on the respective Product Evaluation Document (i.e. engineering drawing). Insiftilation This produd shall be inalialled in strict compliance with Its respective Product Evaluation Document (i.e. enginaering drawing), Wong with ail components noted therein. Product comporienlis shall be of the material specified In that product's respective Product Evaluation Document (La. einginsering drawing). Limhations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le_ engineering drawing) as noted herein. Ali supoortog host structures shall be designed to resist all superimposed leads and "I be of a mate" listed in this produafs respective anchar schedule, Host structure conditions which are not accounted for in Oft products teepee" archor schedule 9*1 be designed for on a sito-specific basis by a registered professional engineer. M components which are permanerytty Installed shall be protected agairrst corrosion, cor"mination, and other such damage at all bme& This product has NOT been designed for use within the High Veb* Hurricane, Zone (HVHZ). 160 SW 121" AVENUE #106 DEERFIELD BEACH, FL 33442 prioiie� 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Anchor Bpecifications shall be as indicated on shealis 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15421. 7.1� Shall be strictly In compliance with General Notes No. 1, 8 thou 14. Indicated on sheet 1 of 26, as well as Gen" Notes # 1 thru 4 and I I thru 116, Indicated on sheet 21 of 26 of Product Evalualikin Document (P.E.O.), drawing No. 15- 021 prepared by Tftw, Inc. and signed and sealed by Walter X TAM, Jr., P.E. 72. product may be installed within HIGH VELOCITY HURRICANE ZONES as derfined on section 16.20.2 of the Florida Building Code. 73. Product shall orgy be Installed Into poured concrete, concrete blocit, and wood frarne smuctureia- product Evalluenion Repod prepared by Walter A- Tin ft. Jr., P.E. (Florida License No� 441$7), President of Tilteco, Ino, (Florida EB-0006719). EM 5130r2015 Florida Department of Business and Professional Regulation 1940 North Monme Street Tallahassee, FL 32399 Regarding. Town & Country Industries 0�050" Aluminum Storm Panels Project #15-2336 To Whom It May Concem Plaise be advised that tho. below-sligited engineer does not have nor will "uire a financial interest in the company manufachoring or distributing the product(s) for which an evaluation report or validation certification. has been prepared, as referenced above, This Vallla= is not owned, opeirld4 nor controlled by the manufacturer or distributor wed above and does not have any finsrunal interest in any other entity mvolved in the approval process of the above -noted producids). Respectfully, ...... 4W9 1% 0"- Frank L. Bermardq, P. . W Frank L Remanard Inc. FL PE 0046549 flow" Cert ofAuth #9885 160 SW 12T" AVEmuE *106 DCERFtELD BEACH, FL 33442 PtionL. 954-354-0660 rAX� 954-354-0443 wwW.E%GEXP.:CoM ENIIIIHICERINQ EXPRESS410 P. E, R.T. 0 - 0 - U . OT EVALLIATIM4 REPORT ENSimE:E:RiNi3 EXPRESSIIii EXPERT PRODUCT IEVALUAT113N REPORT 4MI2016 Application Number. 1:*I_1,27��_6 1-95 EX Projed Number 15-2M Product Manufarcturer Town & Cow" Industries Manuftiefiver Address, 400 West McNab Road Fon Lauderdale, FL 3M Product Name& Desicr"on: 0.0617fiduarnurriftren Panel For Use Outside the HVHZ and Essential Facilities Scope of Evaluation, This Product Evaluation Report Is being Issued in accordance with the requirements of the fricrida Dopartowit of Business and Prolessional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3,00, F_A�Q, W statewidis acceptance per Mathod I (d)� The product noted above no been tested andfor evaluated as summarized heavin to show compliance with the Florida Building Cc* Fft Edition (W14) arid Is, for the purpose Inhunded, at least equivitilant to than required W the Code. Re-evaluation of this product shall be Wa4fired following pertinent Flonda Building; Code modifications or revisioneL Subsbillrdaffog Datw EX drawing #I&M6 fifled T.OW Aluminum Storm Paner, sheets 1-10, prepared by Engineering Express, signed & sealed by Frank L Sennardo. RE Is an integral partof this Evaluation Report - TFST REPORTS Uniform static structural porformanoo has been teetted in records" with A$TM E33M tam standards per test report(s) #TEL 07-01190258 by Testing Evaluation Laboratories, Ino, (TEL) and #036a-OW6-1 0 by Humicans TestLaboralory, LLC (ML). Large missile impact resistance arid Cyclic, loading perkirmanoe have been tastiest in soonedance with ASTM E1886-M & El 995-M test standards per test raport(a) ML 0MI 190268 by Testing Evaluation Laboratories, Inc. (TEL) end #0353-0806-10 by Hurricane Test Laboratory, LLC: (HTL). 1 EN911=1102 9&991,005 Structural engineering calculations haw been prepared which "us* The product based on compareffive andfor rational anallysis to qualily the thawing design Criteria., I . Maximum Allowable Spam Z INnImum Glass Separation AnchorSpacing a Seal Valid for 3, i N through 4, Madmurn Allowable SizaFressu Combinabons c : No. 7203 RE, CA. 1119685 ... .... 1 rim 160 SW 121� AVENUE #106 Dio L 33442 Pootic: 954-3S4-0660 F,,,N�4�0443 www�eNGEMCOH 11LIEC011 N �C�. TRIff N111'& 11111111111111111110 WALTM A. T11M, N_ PR CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) 63� Evallusiflon Report#. 11&AJ2&4 Dou�. March 112,2015 product Category- Sh product Subcategory: StMM Panel Product Nanw 24 gM Ginlygnind %"I J19M Panel Menufacturer Name: Global PMttogn Products, Dent Sir (Madam), This is to cw* that this Florida Professional Engineer, Performing this evaluation do" noll have nor will acquire, a financial Interest In arty company manufacturing Or distributing products for which ft* reports am being istsueld. Engineer performing this evaluation does not This is also to ceiddy that this Florida P-lessionall have, nor will acquire, a financial IrderEnst in any other entity involved In the approval PhoOm Of ft product prepared by Waltair A. THIN, Jr., RE. (Flarlde License No. Inc. (Florlds E13400WIV). Ida 33166 - Phane. (305) 871-1530 - I= (305) 871-1-531 HS--el 3/30/2015 Florida Department ofEtusiness and Professional Regulation 1940 North Monroe Sued Tallahassee, FL 32399 Regarding: Town & Country Industries "Safety Edge"& Polymb Storm Panels Pr*ject#15-2337 To Nftom It Mtrr Concern. Please be advised that the below-agrurd engineer dm riot have riot will acquirc a financial interea in the company manufactudng or distributing the product(s) for which an evaluation report or validation certification has been Prepared, as reforonced abovo� 'flus, engineer is not owned, operated, nor controlted by the martrullartmer or distributor noted above, and does not have any firiancial interest in any other eahly involved in the approval process of the above -noted product(s). Respectfully, Z No. 46649 W W F L, I Frank L s= OF Frank L� Bennard., PJK, luru. ORAD,0- FL PE 0046549 ------- 'SID AL CertofAuth#9895 160 SW 12r' Avic"tic #106 DEEPFIELD BoAc", FL 33442 ptfoNe� 954-354-0660 FAX� 954-354-0443 www�ENGEXPICOM MOVENGINE9=RING = C__ 411,12015 (Non-FIVIE) Page, 2 of 2 Town & Country Industries — 0.05V Aluminum Stom Panels No 33% inoreass in allow" stress has been used in the design of this product Separation from glaring is required for use within essentialfacildies, An equkmlenoy letter is provided with this evaluation report for equiva" to ASTM E 1996-09. Impact Resistance: Lange Missile Impact Resistance has been demonstrated as evidenced in previou* listed test reports, and Is accounted for in the engineering design of this product KInd Load Resistance This Product has been designed to resist wind loads as indiorted In itpe soon sohadule(s) on the Product Evaluation Comment (ce, enghoeHing drawing), installation The product listed above shelf be itistalled in strict oomplance with the Product Evalluation Document (i e. engineering drawing), along with all components noted therein. The product components shah be of the material specified in the Product Evaluation Document (Le. angineering drawing)� Limitations & Candfdons of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engkmering drawing) as noted hereh, AN supporting host structures shall be designed to resist ail supefirriposed loads and shall be of a material listed in this, products respeotive anchor schedule, Host structure Conditions which are not accounted for in his producrs respective anchor schedule shall be designed for on a Eaa-sperific basis by a registered profiissional engineer. All components which are peortarremlir installed shall be protected against corrosion, contamination. and other such damage at at times - This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 121M AvENur 106 DEERFIELD BEACH, f L 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.LNGEX;I�COM 000. I I L I ECO INC\- nUff TEISTW di ENWREERM COhNWN WALTIM A. TH11T. JR, PM moriiijcT Ev&LUATION REP QRT Ft# 15076-2 FLMR U.—.N.0WM- REPORT NO.: 15-0319,04 DATE: March 19,2015 PRODUCT CATEGORY: Shutlim PRODUCT $US CATEGORY; Storm Panels PRODUCT NAME: 24 Gage Galvanized SW $turn Panel MANUFACTURER: Global Protection Products, LLC 4800 &W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVAL�LA-TIOW ad by Walter A. THIH. Jr., RE (System This is a Product Evaluation Report issu ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 6IG2o-3, Moo" 10 of the Florida Deparlinnent of Susine" and Professional Regulation. This product is being issued an Evaluation Report as described hierein, and has been veriffitaii for compliance in accordance with ft 2Q�14 Ofth edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the "a. This Product Evaltiatkiri Report shall be subject to review and revision 'in case Of a Butichrig Code change that may ~ its I limitations and conditions 2. EVIDENCE SLIE1MLTLE_Q: 2.1. PRODUCT EVALVAIM DOCUMENT IP.LD& Drawing No. 15-02Z d#W '24 GAGE GALVANIZED STEEL STORM PANEL�, sheets I thru 18 of 18 prepared by Tiftleco. Inc.; signed and seated. by Walter A.Tillft, Jr., P.E.; dated 03112/2015. Ttft drawing Is an integral W of this; Evaluation Repod. � 00101110111414"1 0 6355 N.W. 36th Sheer, Suite 3055� Mifmri� Florida 33166 - P ax- (305) 871-1531 MW 4123115 Florida Departatent ofBusiness and Profirssio-nal Regulation 1940 North Morroe, Street Tallahmoe, FL 32,199 Regarding: Town & Country Industries 240A Steel Stom Panels Project #14-2011 To Whom It May Coneeria: Please be advised that the below-sitilaed, engineer does not have nor will amunre a financial interest in the company manufacturing or distributing this product(s) for which an evaluation report or vandanon certification has been prepared, as referenced above. This caginceir is notowned, oporsted, noi Controlled by the numutfitetater or distributor noted abf)ve and does not have any financial interest in any other entity involvocl in the approval process of the above -tarred product(s). Respectfially, _..k4v04fq4. BEN % "00 �L N0.46549 Frank L 1k Frank 1- Beammardo, PX, WTE Of 1% - _ 4q FL PE 0046549 Cert ofAuth 49985 tL60 SW 12T" AVENUE 0106 DEeaFieto BEActi. FL 3344Z PHoNE. 954-354-0660 FAx: gS4-354-0443 WAETPRX THJJT, AL, RE, FL&e;_, �__Ouwjs CERTIFICATION OF INDEPENDENCE (Rule # 6IG20-3) Evaluation Report Daft: M a ro b -19-2-0. 1. Product Catiagm. thAnkam �iblitftm Product suboategoirr. Storm Pariol Product Name: 20 Gage, Galvanized WeAl-ftim-Panel Manufacturer Namw Global Projection Products LLC. This is to cardry that this Florida Profewicrial Engirreper, performing this evaluation does not have not will acquire, a financial interest In any Company manufacturing or distritruting products for which the reports are being issued. This Is also to certify that this Florida Prokmional Enginoer performing this evaluation does not have, nor will acquire, a financial interest In arty oftr entity involved in the approval process of the product CerdficaW of Independence prepared by Wafter A. Tight, Jr, P.E. (Florida Licemse, No. 44167), President: Of 7111toco, Ine- (Florida ES-IM6719). kv .4 , �� � 0 .......... '7 Lice/, "e;� 6355 N.W. 36th Strect, Suite 305, lvfiam� Florida 33166 - Phwe; (305) 971-1530 - Facc (305) 871-1531 2 ?.Z TEST REPORTS; - La" missile impact load basis were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Unnforrin static loads as per Section 1710,53, per ASTM E-330. Test reports prepared by American Testing Lab of South R. Metiner, Florida, Report # 0814.01-oM dated 03111/02 witnessed by William RE, Benz Moroz, RE and Henry Hattern, P.E. and Report No� 02%01-09, dated February 25, 2009, signed and sealed by Edroundo, Largaespaida, P.E. and Henry Hattem, RE Large missile Impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609A 2 of the Florida Building Code. Test Reperd prepared by Arnerican Testing Lab of South Florida, Report No� 1123.01-105 dated November 23, 2010, signed and sealed by Julio E, Gonzalez. P.E. Tensile test report No. 9M198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P-E, as per ASTM E-S and Tensile'rest as per OC Metallurgical Report No. IDKM-1318, dated! December 1, 2010 signed and sealed by Jeffy Jaclafano, P.E. as per ASTM E-8. 11. SIRUCTURAL etLC?INEERING CALCU1=&1Qht. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design vvind load, as well as maximum anchor spacing vs. design wind load and panel length based on national and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tgtaco, Inc., dated 12118/10 and 0&27113 (for this revision), signed and sealed by Walter A� Tilift, Jr., P.E. 3, MISSILE IMPACT'RESISTANC Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 112-99 Standard and TAB 201. 4. VWND 1,0AQS,ftSl§TAN1QE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximunin panel lertip shafl be as indicated on sheets % 9, 10, 11, 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 15-022- Maximurn Artahor Spacing shall be as indicated on sheets 5, 9, 10� 11, 13 thru 16 and IS of 18, of Product Evaluation Document (RE.D.), drawing No. 15-M. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a ourr-purous shomn shutter assembly, as per §�ID 12-99 Standard- 3/1942015 Florida Departnora ofl3usmess and Professional Regulation 1440 North Mourne Street, Talkhas= Fl, 32399 Reganfing� Town & Country Industries OR50' Aluminturn Hinged Storm Panel 15-2348 To Whom It May Concern: Please be advmd that the below-siped engineer does not have nor will acquire a financild interest in rim company manufacturing or dtstnbuting the producti(s) for which an evaluation report or validation ceirtification has here prepared, as referenced atove. This atginter is not ovmird, operated, nor controlled by the manufachm or distributor noted above and does not have any financial interest in any offiff entity involved in the approval process of the above-mited proriusaii(s). Respoctflully� 1114"Wo".4 AIR 11 �1111, APR 20 2015 F LBe NO-46549 mamdc� Frank L Fraak L Bermards, P.E., Inw-5- 9DITOF lk 0, -� A� . Cc FL PE 0046549 ORIOTN Ceft of Auth 09885 ,� * � - - " \"` ;0 aN%V;_, 160 SW 12T" AVENUE #106 Demnew BE*CH, FL 33442 piio"E: 954-�54-0660 rAX; 954-354-0443 WWW.ENGEXf.cQM 11LIEC !Of, r4 C �, Tit= TiEsTwie a EmigHwEimm coomm WA= A� n=, Jit� PF_ FLLEPJ*�rwoffl" PRODUCT EVALUATION- REPQ RT REPORT NO.: DATE: Wrch 19, 2DIS PRODILICTCATMORY shuflem PRODUCT SUS�CATEGORY; Storm Partels PRODUCT NAME! 20 Gage Galvanized Sleeninorm Panel MANUFACTURER-� Global Protection Products LLC 48M S0, 61 Steet Davie, Florida=14 1. PURPOSE OF QLA" Hit Jr., P.E. (System This is a product Evaluation Report issued by Waltar A. T1 ID # 19W) to the Global Protection Products, LLC , Rule Chapter No. 61G20-3, Metithod 10 of the Florida Departimient of Business and Professional Regolatton. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fft edition of the Florida BuildkV Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Praduct Evailuation Report shall be subject to review and revision in case of a Building Code chaings that may affect its limitations and conditions 2- 15VIDDL0. §jIBUMD' 2-1. ERQQU�T PALUATION Pq _qUMENT(P.F Drawing No. 15-021 (revises No. 11-243). tided '20 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 26 of 26 prepared by Tiftecov, Inc.; signed and seated by Waiter A.Tifilt, Jr., RE.- dated 3/1 rt of this Evaluation Report. Pa Ire E 6355 -N�W 36ffi Strecfl� Suite- 305, Miani4 Florida 33166 - Phow: (iftAXW6-)P= (305) 871-1531 3 Anchor specifications shall be as indicated on sheets 1, 7 arid 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15-021. F-1 4 7 -1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, on sheet I of 26, as wall as General Notes # 1 thru 4 and 11 thru 16, Indicated on shoe 21 of 26 of product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tilleco, Inc. and signed and sealed by Walter X Tillit Jr., P.E. TZ Product may be installed within HIGH VELOCITY HURRICANE ZONES as doifirued on section 1620.2 of the Florida Building Code. 7.3. Product shall Only bG hstMW Into Poured concrete, concrete block arid wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No� 44167), President of Tifteca. Inic. (Florida ER-OD06719). P. E, R,T, EN-GINfEcRING EXPRESS* PRODUCT EVALUATION REPORT Product Evaluation Report Application Number Iam EX Project Number W2394 Product Manultaftrer: An American Shufters aid Glen MantAtclurerAdIraw. 1540 Donna Road Werst Palm Beach, Ft. 3�Wlii ProductNernis&Descroorr 22ga&24g#Ga1vanmedS;WSIomiPar*1s Large Missile Impact Resistanit Scope of EV816860W This Product Evaluation Report is being issued In accordance with the recluframents; of the Florida Department of Busmses W ProftsiNonall Regulation (Florida au" Commission) Rate chapter 61 G20- &006, FAC,, for shidswide acceptance per Method 1(d)� The, product noted abow has been tested as summarized herein to show Compliance, with ft Florida Bakfing Code Fdth Edam (2014) and Is, for the purpose intended, at least equivalent to that required by the Codc Re-evaluation of this pro" shad be required following pertinent Florida Building Code modiftcalions or revisions. Substa"adnig Date: f=UCT EVA"TI9K QMM EXdmvQ#15-2394Vded-22ga&24gif Galvanized3" Storm PamW, sheets 1-9, prepared by Engineering Exprese, aligned & sealed by Frank L� Bermardo, P,E. is an Integral pan of this Evaluation Report INST Uniform static structural performance has bow tested In accordance with ASTM E330-W test standards par test repoll(s) #D2.001, #=-WZ & #03,001 by Construction Testing Corporation (CTC), Large missile Impact resistance and cyoft loading performance have been tested In accomarme With $STD, 12-90 led standards per tart repords) #M-DDI, #1240Z & 00-001 by Constumoo Teating Corporation (CTC)- Metal tensile capacity has been determined In accordance wRhASTM ES last standard per test report #01 27H, 40198H, & #00= by Certified Tesft Laboratories (CTL). STRUMSAL BNGINWMG CALCULATIM Original Entil lilwataral engineering calOuislions haw Pao" 0 evaluate the product based on M= anairsis to quaft the flottowaig design aftrific -,AFA 7 I. MaArmim Allowabrie Spars #PE0046M 160 SW 121" AVENUE # 106 DaeantLil REACH, FL 33442 P"out: 954-354-0660 FAX: 954-354-0443 wWW.ENGExP.co" - 2.2.RHREPOM§: ind fatigue load tests were Performed under Protocols TAB Large missile impact 8, the Florida Building Code. LW*m static load$ 201, 203 as per section 1626 of as per TAS 202 protocol. Test reports prepared by Hurricane Engineering & Testing , Inc., Reports # 96_5qi9 dated OWM19%, 096-570 dated 091118119M. #WT30 dated 00=19M all thl'613'sIgned and sealed by Hector M. Medina. P.E., Fenestratiort Testing LaWratQrY� 1110- 26 dated 101MIgN witnessed by reports # 2032 dated 04/16f1998 and # 21 ig.ol-09, dated march 4, 2DO9. signed Gnbert Diamond, P.E. and Report NO. 02 and sealed by Edmundo Largaesi;isda� P.E. and Henry Hattean� P-E. Tensile test report No. QCM-197 by QC Metallurgical, Inc., dated March M 2009, signed and sealed by Frank Grate, P.E. 2A. MY ENGI EE IN C !AMIk on 20 Gage Galvanized Steel Storm parfal tor mallamurn panel length vs. design Jesign wind load and Panel wind load, as weA as maAmurn anchor spacing vs- 1 and oompamadve analysile, and In accordan,09 wM length based on national , Inc., section 1616 of dw Florida Building Code� Calculations prepared by Tilleco dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MI§sILgiME%�T RESISTANCE,, Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 PtC4001011. 'E: 4. MUND LOADS _Rg%qTM0, 20 Gage Galvanized Steel Storm Pand has been verified to sustann wind pressures, Maodmurn panall length shall be as Indicated on sheets 8, 10, 114,115, 16, 19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.), dravAnig Nm JS*21. Maximum Anchor Spacing shall be as Indicated on sheeft 8. 9, 10, 11, ment (P.E.D.), 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Docu drawing MO. 1"211. 5. INMA—LLATION: wetty in accordance with details indicated On Installation shall be Performed of 26, of product Evaluabon Document sheets 3 thru 7, 10 thru 20, 23�� 24 arid 28 shall be as (P.E.D.), drawing No, 1"21. Minimum Separation to 91EWS indicated on sbileaft 8, 14, 16, 25 and 26 of 26, Of Product Evaluation DOCtuntunt A14Q AM.P116L CHAMC_TF_RtMS S. 6. MATER 46419 0 indicatied on Shall be sWcOy In accordance with General nl j(01-D.), drawing Of Irk- 1, 2 and 22 of 26, _0 > (D 2 (D 2 (D o M U) (1) CZ 0 -cz Cf) 0 -0 -0 0 L_ 0 0- = 0 0 UL ICU 0 :r= CU 4-- 0 > C/) -a E 0 Cn (D 1E c/) CU c- U) Q) Q) U) co > 0 L_ U) CL 0- (D =3 -0 0 L_ ICU rn LU SHEET NO. SH 1,0. 'vu•a : M3) IN CASE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS, Si1JCC4 OR WOW BOARDS BE FOUNNI ON THE OM FM 20 Gaff GLLUMZUO SMY, 20mL WANeL9IL EXISTING WALL, ANCHORS SWILL BE LONG ENOUGH TO RE" TM MAIN STRUCTURE 804ND SUCH PANELS, 1. STORM PANEL SHOWN ON THIS PRDEm EVALUATK)N DOCUMENT (P.E.D.) HAS BEEN 1IERIFTED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MEIAIFNED iN BA) AND IN 92). ACCORDANCE WITH THE 2014 (SN1 MOM) OF THE FLORIDA BUILDING CODE (C) To Li F. WOOD (MWIL SPECIFIC aRAV'ITY-..0 - AM AN_), DESIGN MIND LOADS SHALL BE AS PER SECTION 1820OF THE ABOVE. MENTIONED CODE, 1/4`f T7tPCON ANCHC}#i5, AS MANUFACTURED BY LT,W. fiULDE7(, INC. -"' 114•-10 PATE FEMALE A AND PAWIWTE PLC ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A WIND SPEED AS REQUM BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALAY FACTOR Kd-0.8I5, USING ASCE 7-10 FOR INSTALLATIONS CINDER 2014 FBC NO SHALL 1/4'0 LAG SCREWS PER "S. NOT EXCEED THE MAXIMUM (ISO.) DESIGN PRESSURE PA71NOS INDICATED ON SHEETS 7 THRU 12. 14.. 15, 16, 19 & 20, - 7/T 8 i x 5j8' WOOD BUSHING, PS DISTRDBL3TE9 BY Al POW SCREW, BOLT & SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE 0OND(1'CON, tA.TBAATE DESIGN WIND LOADS DE7ER60Pii3i PER AST£ 7-10 C, 1) MINIMUM THRIE-A £D PENEMTION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELWATE PLUS SHALL BE FIRST REDUCED TO A.B.D. DESIGN ww LENDS By MULTIPLYNC, THEM BY O.6 IN ORDER TO AND PANELMALE FEMALE W. TO COMPARE THESE W/ MAX. (ASIO) DESIGN PRESSURE RKIINGS INDICATED ON SHEETS 7 114RU 12. 14. 15, 16. 19 & 20. C.2) MINIMUM THREADED PENETRATION OF LUAO SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2'. Fp THREADED , LH ORDER TO VERIFY THAT ANCHORS ON • P,F_D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE PEREfROMON iNtO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED T)HREAOED PENETRATION, STRESS FOR WIC LOADS WAS RM USED IN THIOR ANALYSIS, FASTENERS SPANK'.' TO WOOD HAS BEEN �DETMINED IN ACOOROMM WITH N.OS. 2012- C.3) urimm IM EDGE DISTANCE OF LAC SCREWS. INFO WOOD SHALL BE AS INDICATED IN TINS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEWFIED IN - WITH SECTION 1626 OF THE ABOVE MENTIONED CE AS PER HURRSIANE ENGINEERING & TTSTIW NC. REPORTS 96-569, 98-570 & 98-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/e. 1/4' #-2D SCREWS USED SHALL BE 1 1/2' LONG MINIMUM FENESTRATION TM11NG LAB, INC., REPORTS }2032 & J2126 , AS PROTOCOLS TAS-201, VS-202 AND TAS-203. SHOULD STUCCO EXIST, AND 11- MINIMUM FOR WALLS WITH NO ST Cco. A5 WELL AS AIERIGW TEST LAB OF SOUTH FLORIDA REPORT 10219,01-09, AS PER TAS 201, TAS 202 AND TAS 203 STANDARDS. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS LE FOUND ON THE 0ZLIN1, WALL, ANCHORS SHALL BE LONG 00" TO REACH THE MOAN STRUCTURE MIND SUCH PANELS. 2. ALL. ALUMINUM EXTRUSIONS TO BE 6083-T6 ALLOY AND TEMPER. (UNLESS OIIHE SE NOTED). SEE SHEET 2. ANCHORAGE SHALL BE AS MENIX* ED IN CA). C.2) & C-4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31O5-H34 ALLOY, (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOOOME ODATTOMS MO S'ECIFICATSONS OF THE AN04WS MWUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL. FW4E STRUCTURAL QUALITY STEEL. ASTM A-653 WADE 50 MINRM IM, G-60 IL PANELS MAY AUS<O BE INSTALLED FKtR120NTALY FOLLOWING INSTALLATION DECALS SHOWN ON SECTION 3 THROUGH tO (ADS 4 GALVANIZED STEEL iESI(N1AT�N W/FY= $8S kN (AFTER ROLLED), THROUGH 8) E7CCT:PT THAT H£N,DFRS 0 & 0 SHALL NOT BE USED. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AN SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN! 50018 W/ 50 kat HELD STRENGTH AND 90 kai TENSILE STRENGTH & s'HA" COMPLY W/ FLORIDA BUILDING CODE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRA"'10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE SECTION 24T ATTACHED TO INSURE PROPER�. THIS SHUTTER SHA€.t,. ONLY BE ATTACHED' TO CONCRETE. BLOCK OR WOOD FRAME' ,3,3.4. LLD TW;Sa 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STNNUES5 STEEL, WITH 36 ksl MINIMUM YIELD - -- 10. EACH REGULAR 'STORM PANEL WITH LENGTHS OVER W-8 THROUGH IV-4", AL5 PER SECTIONS 6, 8, 9 a 10 AND AL SW, 9W & IOW ON SHEETS 5, 6 a 12 FYI SHALL HAVE A LEQBLE. ANW RFAKY MIEL.E MAiRXW INS'TRUCTimc OWNER OR 7. ANCHORS TO WALL. SFVLLL BE AS FOLLOWSL 'TENANli' TD SECURE PANELS wa" APPLICABLE DURING PERIODS OF HURRICANE WARNING. _ (A) , PCMEEB I L ik^s1-AL-1.A�TKSNI C,OLiTRACrOR IS To SEAL/CAULK ALL S#fsT€ETi COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/4'f TAPON ANCHORS AS MANUFACTURED 13Y LTW. BUUIU)EX, INC. (Min, fc-3T92 ps.1•) THE BUILDING I TO PREVENT WANDAM INTRUSION. 1 f - 7/8" CALX-IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS ING. (MIN. T°c-3000 p..Q - Ile# x 3/4' SOLID -SET A14DFOM AS DWRIButEo W ALL POINT SCREW, BOLT & SPECIALTY CD. 12. STORM PANEL *rs7 LLATON SHALL COMPLY WITH SPECS INDICATED IN THts DRAwm PLUS ANY BUILDING AND 20NHN0 REmkATIOHS ' (Mm f0-3DOO P.s.l.) PRE BY THE JURISDICTION WHERE PEiM1T IS APPLIED TO. - }14-10 PANEU. FEMALE a F!ANl7.H .TE PLJ15 ANCHORS, AS MANUFACTURED BY FaCO CONSTRUCTION PRODUCTS. 13. (o) THIS PROD= EVALUATION DOCUMENT (P,ED.) PREPARED BY THIS 04UKEM IS GENERIC AND DOES NOT PROVIDE INFORMATION (MIN. T'c-335O. p. p.e.i.) FOR A SITE SPECS PROJECT: La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. - 1/4-0 CF TAP-" APOHORB, AS MANUFACTURED BY TRU-FAST CORPORATION (fc360D P.A.) _ (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. KRM46C AND INSTALLATION IWWDING LIFE SAFETY Of THIS PRODUCT A.4) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 314'; r FOR PANELMATE FEMALE BASED ON THIS P.E.D. PROVIDED HE/SHE D NOT GATE FROM THE CONDITIONS DETAILED ON THUS DOCUMENT. to AND PANEMALTE PLUS AND 1 1/4" FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONIMLITY. AZ) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/87 INTO THE POURED CONCRETE" NO EMBEDMENT INTO (4) THIS PROOLICT EVALUATION DOCUMENT WILL BE CONSIDERED €NVAL* IF MODIFIED, STUCCO SHALL BE PERMITTED. 1/4' f-20 SCREWS. USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STWC'CCO EXIST, NO 1- MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THIHEADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROACTS SHALL THE PREPARED BY A FLORIDA REGISTERED DER OR ARCHITECT WHIW WILL BECOME THE BUT WITH WING NUTS, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSiBLE FOR THE TO THE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD 90AWS BE FOUND ON THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTTND AS A DELEGATED ENGINEER . P.E.D.. EmmEE:Tt, SHALL SUBMIT TO THIS LAT'iEFL THE SiTE SPECIFIC D WIkGS FOR RV EW, WSTING WALL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL. BE AS MENTIONED IN A,) AM IN A.2). (n) THIS P:EA. SK61L BEAR THE DATE MA ORIGINAL SEAL AND SIGNATURE OF THE PROFESSWNAL - ENGINEER OF RECORD THAT PREPARED IT. (8) TO EXISTING CONCRETE %= WALL AliTM C - 1/4- f TAPCOH ANCHORS AS MANUFACTURED BY L T. W. BUEDEX, NC, 1#. 51LS kLAHNUIN ACCORD LABEL SHALL LE LOCATED ON A REA011.3 OF DILY FLORIDA UILD N LOCATION AT LzR IN ABEL WITH SECTION 1TO - 1/4' I x 7/8' CALK-N ANC PR% AS MANUFACTURED BY POWERS FASTE S INC. (MIN. fc-15LO P.s,1) � RE� � NING SECTION 171100. 2 OF THE - 1/4'0 X 3/4' SOLID -SET ANCHORS. AS T?lST1i.`-- ..11FSi BY ALL POINT SCREW, BOLT & SPECIALTY CO. - - (MN. fc-1800 p.s..L) - #14-10 PANEIMAIE FEMALE ID AND PAN LATE PLUS ANCHORS. AS MANUFACTURED ITT L`O COFkSTRUCTON USED � ...., SHNL- ONLY BE TO PERMITS N THE STATE OF FLORIDA PRODUCTS (MIN, fc-2071 p,s•i.) ; ,_`• FLORIDA BUILDING CODE Va - PIN. Nano Zone) - 1/4' n CF TAP-GR6P ANCHORR A MANUFACTURED BY TRU-FAST CORPORATION', e.,'At5 lr7LL14 - GAfiE-VAE.'D' STEEL STORTII PANEL D BY: Q• ��� "' ELL) MINIMUM EMBEDMENT OF TAPGON ANCHORS, LILA PANEI.MATES AND CF TAP -GRIP AHCHTN?, INTO THE CONCRETE BLOCK 'UNLC SHALL BE 1 1/4' TfFJLL --- -_-�+ LOBAL PROTECTION PRODUCTS, I=.0 %W�-IJOV CMLC-AN & SOUD�-SET ANCHM SHALL BE T7 BEDDED 7/8" INTO TH£ CONCRETE BLOCK UNIT, NO EMPEDM£NT STUCCOSHALL BE PERriAIiED. 1/4- 0-20 SCREWS USED SHALL SE 1 1/2- LONG MINIMUM SHOULD STUCCO HNC.B.2) +Eno S.W. Si S1AbE1'INTTO 'y 6nuir nctim a ENWINN�AB CORWAW IMMIL FL 3331418'-D2i FAn E7LIST„ AND 1' MINIMUM FOR WALLS YYNHI NO 5'OUCCD. IN MOW. ��-� -�. sAAA, rraei--wa`aat�Rm _a SB-dOOa7Nli 9aF Trr, r a"anmN us nARaaHNG Nu: IaNN:rfX A .k. P.E: aR H-T,x � 'SNBE4 , W° aA diO1W2N AY. 44N67 - CONCRETE ANNCHIM � sCFEOLIIE ON - CONCRETE ANCHORS SHEETS 8 ,NlAoucN a) sIs 6TLRIww+D" 9) T DEa TRETE RDI Ile Mac. 1 I 1C+,1STnNG E I � 1 J as I I I sm S so �Y�UIi - i �F9N WK FOR W. i GUSS -I I W F-� I 1 I I I 1 1 I I Ex1sTNG%E. , CONCRETE. BLOCK RVOUIiED. / 1 sTUD 6 12 1/2" oac. t! 1 PaLiRED CONCRETE �� CONCRETE ANCHORS��+y CONCRETE AND STAro1�Rm W/ = a1 �+ J (SEE SCHEDULE LmLQ CONCRETE ANCHM (SEE srANTDANE OH j' s+ms 8 1tNF'.OtIGI1 9) GATE ANCHORS (SEE gmm.r ON - BI&TS 5 TdtOVOH 9) DPP POURED OR;L 1 REM I 7 I G I ¢Bt1561:a60 g D,p, I LI#RYs1sAe! +�yy 12 Ile 5 sm SET SCHIMUM Wil� j I oLATs. 1 1 J iI I t i I 1 It 6 11N3 ii mr t a 1 L 7 e71 GARf WOO 0 , 7 x` M11 e e $ '1 12 I/2' = Cml ' STUD 6. 1 HXISNHG I'+OLJRkD 12 Ij"Y OP- E705TW'NG FeOUR¢I d� -,, 6LOC'G �i CONCRETE BLOCK - REWIRED. R'E0INREO. 1. 1' AHir1.� -.. CCN911ON5 %' M' 4 #'f �(8` #•rMNt& TANG ANCHORS Y� J_ (SEE SOREDua ON ' ar ak, utQQ COWMETE�oN (SEE SCHEDULE ON SHEETS 8 THR04 H 9) \i SHEETS a THROUGH III 6 1Y H 9D srLETs 6 TIIOIIOH 9) 1ERNATE BUILD _OUT MOUNTING WA11 MOUNTING �lUNO AN FLOOR {Ot LING BURL} OtfT IIIOUNTINO 9I -- SECTION 1 5ECTltl i Z ,�j�N 3 SECTION 4 SCALE 3/8=1' SCALE ED. DISTANCE 1 (SEE SCWD ULE ON ON SHOO a1 SHEETS 8& 9) w To 01A 1 SB S[C1RONkS i, s a 4 aN SHEET 4 ^ CONCRETE A CHKIIS II Nyy I I a N 1 T CO.e 3 Im( dcrs*erL+1�NATTdkN OP"GTiOILS. TOP & SOMM MOUNTINGS CAN BE E Oat I I I t!I /* COM61NED IN ANY WAY TO SUIT ANY IMSTALLATH3Ni �k4yA,lH FLORIDA BUILTIHG CODE (High Vslacf Hurricane Zone) POURED o?7P3 11L.TECG /A~ 20 GAGE GALVANIZED STEEL STORM PANEL CROWN W CONCRETE /+ lr REQUIRED. CONCRETE AFk:ICIs SCHEDULE ON _ ,... r ,w - fir. i L E C HNC. GLOBAL PROTECTION PRODUCTS, TLC. nw "/IV's WNEE1s 6 1FIKLKiH 9} }i ' A 0 a D� No w HNr CAMF_ F1-'a33' 144 15-021 rrn-LNG AND FLOOR_ I�(}1JNTINO Al.' "ff YM x 4,..L .oN adwa� a,r« 9>>� roagem-754a fA* (954)6 -�7 si`'' ., . fwl a ce KOM 2A 504E 3/e-i' nu rlx rs7 AN' 4N¢r A 9F 2a 3_ I 1 L L �) SCALE /4-- 1-cagnm cum 1�TAIL 1 I j 1 1 pa"mN '.-O" Ym. PANE. i/l,4t s 1 e x cc. 1 I ` `-s�t9e�a SHNt�TJ 1 �'t• BL�YArX f% 2 1 4 1. �1t i I �/O 0OCK M,;ak \ NROIIr �rry� 9xR Sall, I A SAS. a` oast, y ILLED BL 3 - 1 1I � I PNNfN O[aRIrt 1thW ••. /THHA1s _•-��- I a*a" P I. _ IAA.LIRN 1 j ) ___r iWen. rNHaE ¢E -WA 2 a ?A � laaea IN aiarYl :2 (fYp iw a 90110n) , 1 '1 �.. SHUT 4 Y 1 N)On(pFiE AIagH6 H SGE01.lS ' am 21@ls a a CODE 13F SCALE 1/4'-1' PETAIL-2NOLL sa•a€r 1/4•-1• Ala. OR SU0I MUL ON SCHEDULE 01 ti • N�1�Lqe��L�FOR �AS.D OFSKIN PRESSURE RATING PAFULIEL BE ORIENTED STDRMMPAtIT1`SiENG'TH t:'T SECTION I" SCALE 3/8-1" FNOIET MULLION CAN PL50 RE IISGLLED CW1E WAPuEs RON TO OR �ODTHAT IT�3DTTO! OF C". PAREL OPENING W/Tim jaM It Max. MULLION SPAN (FL) REQUIRED twat. TUBE MuLum " 4 4'-6` 2' x 3' x 47 x 1/8' y V-8• TO er-1O• 2' 'x li x 1/8', 2 4` x 1 4' > 6°-ITT` TO r--(r 2'. 9" x 1/6' 7- "LININAMWol CODE COMPQNENTS FOR. QQLAR & LIFE SAFETY STORM PANELS. (SCALE 1/2-1") -- SAW (TOTAL WIDTH .,.,N 15.196' (TOTAL tlfXiH,,-'-" WI c - C.4W MIN. R'#CK 1..%%1• t ISTEEL az'Sa HEMMED s 2. 7' A1SYan' ITN- TICK H • ` EDGEI 2. Y G-W CALM. EDGE ` d / [ AMU - T' .r 2.0GC' ,2J` f '7YP. DETAIL ENVIED 2.Oo0 ,Z (Y• 1. -D TYP. G� 5O MANY WAN. A,- _ L EDGE G-Eo aNx !I ` EDGE _._s_IWAL A_-_ 4&9 AR. A_ 46.6' I- �.250" -i () ,NORM PANEL ( D STDRIAi PN►NEL 2167• ` II �scY4 sH3nEs .i00• .R�Oa` .,A` MIJD 1nLACiteA SS. s1u0 `•� 7o AGUE 6 TO ANGLE, 6 _ 12 1/r O.C. 12 I/2' c,c. 3` V, .093• 093" 2.000 1.SO0' 1, 2'", SEE DETAAt 7 .539" " a a 375 +i Z IOErA9. F -093" ao- Ake -5 Li / ISOMETRIC VIEW I�iA1_ Nair zc»D ROUNDED CORNER 0 ENDS OF PANELS ENO UP W/ HEMMED { Z J wh" I EA(lER r-i" "Uw HLADER - mGL� WITI'i ST o ANGLE WITH REnRSE STUD T W14ES I SEE OTT. f t/T4 a 2/I4 $ TOP EDGE - .374'• 37+ .086' 750 H� + sIW FLVEiED,o .3g0" LIF PANEL ,168" .IHNB 1cr .125 - } 'a ,y7{j•,g55' ff dNG€E a 12 1/2' O.C. 1.407'1.663' .D�.: 3eT)' �. - t 390' 1 � 1.67," ,.8 ,• \ r THOLE FOR -.-- - -_ ,..083" 093' . 1A15' I )550• i LOCATION AT ` - 1 _., L :. ..�. P44EL SLAP N •, wh..AIH}" w I KEY HOLE WASHER m. [ "" " g� 3 WSJ° wFM TRAILK ( ELATA PA LATED GALVANZEP ST,.EE. .1wi' IV LINO 11 1 � its" � � •` j �Aie FLORIDA 81ILLDING WDE HS h Velocity iiUrric€tns Zorn) D63` AYAO M(KTL OFBOTTOM PANE ; ' SEC •� exrs nn�q A F 20 GAGE GALVANIZED STEEL STORM PANEL _ ,12 .t$75" PLATED WING NUT un KEY HOLE - ,ra/HatNs = Y C C� L W a. LOBAL PROIfUCTS, ITC 4WD S,M, y1 STREET jI 2 � Xl ✓cW nun aLa7NN0 a o coYralrr Dam F ass,+ 15-021 -- x _ w . _._ w . NJ9a'tA1e .ems NR. 49w awi eAtet.H aamar,C A aNr PH ONE, (orw?W_715as. FO. (96'.4)ad9'�•M7 AI UMINL TMA ANAL E' x NOLA a2' WASHER TnW#3TA� �G){° " A� : eaep sA - aw. �, ryAO AFt-Nam �1NA H . • N,w. a..� r" rr. x. o.em,. era • S1fEL1.. CIR h{ w z,I I>1 )., AJt NN1k.AD "4 't�.. X'.:G an ts-aes ± _ y _ TitE7LT a aF '?a r Lk, t - -INN LM PA NEUMTE FEMALE To, CONCRETE ANCHORS i>I35 OR CF TAP-GRP (� ALE R -' saaTYJLe ON NHEET 6 & 9) smerrs 8 THROUGH 99) I Y 1 � EJOSTHNO POIJREC]C3 '' I 1 ' BLOCK I I ; � REAtANEO, � I 1 t A I a 01 PROW � I I Ymbrsfx OFF I cx I s�ItON : ONLY-` SEE SCRE LU b gE SCHEDULE i HOR -`I C TO L ' 1 a P../ %2 1 Ln AR Carmel pointm c )1. CONCREM BUCK I FOctsnN'G kiO I- D. 1 REQUIRM CONCRETE ORPDUR JCONCRETE 1WADCK I RL`OLIRED. 1/2'. GYX-I1 as FEMALE 10 AND ANEIL A1E CONCRETE ANCHORS PLUS OR CF TM-i+'III• ( stDtY.E oN s:1s'1 M1A1. 61+tINTINC+-L-Y1.-1 SECTIONS 5 & 6 SCALE 3/8-1- or IXLS 6 NEW 1' WIDE: x Vmws x 18• f TICK ALLIM. TIRE OR I' x T __- m"NGBAND I�:T. WOO PLATE SPACER � I J , * NEW I" MOE x VARIES x 1/8' 1 - ALUM. TUBE OR I' x VARIES I2.T. WOOD PLATE SPACER � 1 1 BEHIND TRACK _ C - CONCRE1E ANCHORS,(SEE _ SCHEDULE ON rS a THROUGH 9) j Ccn1 I; r� POURED 0uw- P%cm Loam G 6, CONCRETE ANCHORS iNC#iBiE aR Ax Fs 59 (Sm at7I9NAJC 1 1/2- Min. CQNCREIE BLOCK ITaWt Aa SN9CE'A w r.,THAT ONSHEET a a s) 3• Mm_ PEOLIR£'Q, TRACXS NOWT. 5Hs1MN SCALE isx DETAIL FOR SUGERS RE€ItII D AT TOP OR BOTTOM TRACKS AIACENT TO STUCC04MUMM FLORIDA Hurrlcans MAXIMUM A 5 D DEStGN PIKE SSLIRE RATING AND CQ8RE5PQHDING MAXIMUM -PANEL N9jH "L CHEI)tlLE (VALID ONLY FOR & INsiALLATITRG AS PER SECTIONS 1 THRU 1a ON OEM 4, 5 & 8) PANEL AND ANY * ICLTED W/ ,/4 i 3iM1• S.& M.& a Co%W AT 17AGLAP a MMU24M OF two- . Q S P SI�ItE RATING DESIGN- AN C rilN I LI NCI•IO 5PACING SCHEDULE FOR ICE T P NST INTO STIN OIL BLOCK (VALID ONLY FOR PANELS 1)& @INSTALLATIONS AS PER SECTIONS I TIM 7, ON 7S 4 & 5) TO TO 76 � In a 11 FOR AtxCN0A5 1'd'E ! SPACING FOR �`,I..LLHtg{TE'S `}yy.�Fjf Zr� (Sr i{ d r 1 _ _ 1 CrLTT6 ZNOTHe FLORIDA BUILDING CODE (H(gh V6loc ty. INUFrT ) r"4 '�*.•.^(ylr. c 6Wnrs nlsal, W. 2O "YAHIIED STEEL STOW PANEL rat No. 44167 ' I�1r.a�aaNw GLOBAL PROTECTION PRODUCTS, LLC. N3DOM a p, r . Q "/G.°ii 1 E C 0 FNc, AM as. 6T MOW - _ paC R W314. 1 1 sa HIeIw RWMNe A M "4)•OI-794e. FrNt <*dF�aN--B'1Y7 NPr-� -rie ORANc h'`•,,.aM.+IAVNDMIaw.Hk„pp �r -- - >! tatty ��: 10 !�L iNHI 1,1 R,pIWA��Id MAXIMUM AS,0. Mmc. u,mAAN SEPARATION CONDITION 4RIS.IS, -72A T� NXA L�'� 2 ,/+` URIBOLiT°0 , TH161 $ 4 7 }555, -72I3 ]7`_9 1G 6'-A* Mmi. 2 3J4' T T1•IGU 6 & 7 +65-D:. -72.a ?{A.-6"'FO 11`-2` MRm. 2 1f2' gp�L�A16GI3� • J� �H 6 +43JI. -48.0 ,2`--4` 0R H; 9 t to MAAKAI A5.0. -_-_ IW9XWfUl3 ANCHORS SPACING FOR E29.. a ,/2` *' _ �, 7D T (� TAPS C311:-HNH pAVELWIE F47NLE O N3MTE PLUS GF51GN SEC,lOFtS } a iMVe�AAtH 1� 't` � A/N1' CgJBIATIXN LfNNGTH CNN.) PRESSURE RATWN9 f.�i} 1TX NX2NIREIE N'rOfl�fNiE�'IE ,0 E r• TO COIfpETE BLOCK To NCH � OF THEM $• TNIA lN/A N/A � N/A C IyfA A' NA t (TaP) R- 5' N/A N/A >Y 6' e' 6` � 8" 1 (BOTTOM) H1' rT/A N/A NIA ti` N/A t1' "AA 2 (TOP) - - 8' H/A N/A. NfA O` _.- N/A -... _ S' 1V/A 5' N/A '2 (TKfiW} "ffi. --320 e' Nfh NIA NIA b` HIA NY N/A 8• NIA 3 a + '(RAF') .,«..� 7-9 OR L3;SS OR LESS 8" 6' N/A N/A _.. 8... 8., 3 �) 6` FAEL41HIeS Ntf{<} WOOD F71AAE BIf.06W1 #�Nr ANCHOR XIS ,Vf) WRIAIN EDGE OBOINCE ARE MDlG1TIl CN IHB axNAntd r xt}�S THAN N01CAiffi ON 9�E i1mI10E ANCHHOR SPri[9N6 8Y IAHLTTaf.YNo 59wwKl SRHOWN ttN �-^ 7Ni FOLIAiRR9 FALT<%B. FOR THIS GPF7U�ON to ,!€ ILT1Ut� SP/tCENG OBTAINED U!!o FAL`TON ' SRiILl I4iN" THE LESS THAN MINIMUM '9PMR19 lYIICJQED FOR r.Ai)H At�NOR TYPE AT NICHIOIiS llA'iEHp. t1PE 1/4i 1f4a. Ej`r, ,Js. 1/+"• ,/4"e ANCNdl TAPGaN OF 1RP•-am FEMALE 2w/10, 3W/10, 4W/10, 6/5 6W/11 do 7W/11 RSt FOR CONCRETE SEE SCHEIXXE ONIONSHNFFTS 6 a 9 3" MAIN, FOR WOOD SEE SECTS ON SHEETS 10 & 11 1' M@N. a a - Vi�I�D PINATAS W/ 1/+r-24xT• LIED PANELS .S. B0.:T W/ 7/8' x 3/32' SECTIONS AS UTS 0 EA, OVERLAP CAE3L�' SECTIONS AS APPLIG.k:) ° a a a a 3' MAX - 1/4. 2/4, 3/4. 4/4> 5j5, 7%5, i• PAIN. '• - 1W/10, 2W/10. SW/10, 4W/10, g 5 5W/10, 6W/11 A 7W/11 / AN/CNORS: FOR CONCRETE SEE SCHEDULE ON LET'S 8 & 9 WOOD SEE SECTIONS ON :MEETS 10 & 11 7{yR1ti g;� R PANELS &A ELEVATION SEC'TiON A -A N.T.S. REQUIRED CODE AM04M E ON 9) t\ I ti\ t t t UrAWZM To OWL M I M I ,/+s -qua/4` 8.s BOLTW/ 7/9": "me fAfi CONSANC HORS Ct° AI EC ON st�Lr n) a�T 1r) GGHORK arH REQUIREDTE HREwJm IInGK Ii�N DL_ T AT7[TId ICI, e1 J WALL 'MOUNTING DIRECT ASECTlON BI1t INTIN DIRECT 1INSI WAOA� SCALE 3/8-1• -SCALE 3/8-1" - - D_ (_- �EAI 7 TOP & OBGTITOF7.AVATIH? I MOUNTZIGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY itISTAL LAT)ON. CONCRETE METE BLOM CONCRETE AHOHORS Ssm scHwuwC ON HEET 9) tin 6 9S®UE d2 i E FLORIDA AN c NOFt&- FOR CONCRETE SEE SCHMA.E ON SHEET 9 FOR WOOD SEE SECTIONS ON sHwr 12 s• M a 2.6r r Max 1' L619_ (MN• 004AP -1 WHOLE WILLLV) Hurricone �n --_ f".r,...".�r�r: , a,Nw�"a "er N,.s"ww4•"Y4#,! ..- nr..wu:n� " =.,i dXA. "IYlillel�ea�a�.. "I�1-aR �IrIX�11111A� i ill111.1� 1�I�t11� Y �. ,.. IIRRr �1 �LNN6 J• 17N. LN .IIIN m1,kiJivMN1vN CODE (HTah Woolly Hurrlcans MAXIMUM A,&D,-P_%RES •` SPACING Chit RULE FOR REGULAR ST RN PAID TA NS INTO EXISTING & COhICRETE BLOCK STRUCTURES �C•'�O�NGRET� (VALID Y FOR PAAIEIS D& QINSTALLATIONS AS PER SECTIONS 1 TNRU 10, ON SHEETS 4. 5 & 15)OR LESS SFOCINGF RNENAs uPA*AJ. t1 I� Za Z M n*) FLCYRIiIA BUILD � �LIG II Vela4siNy } aim TIraINa Lc 20 GAGE GALVARMW STEEL. STORM PANEL GawLie iNa �.4416 „ � . �" `a GLOBAL f�OTECT�N PRCIDUCrs, t.LC, � o R'n(�„ R a WRIBET �U 1n` w';,`� NurF wR s+r wa" Wleet arnt n a�w PIHo� (a64DaN-na WAti (+64�r errH 15-02i S`'21`$. ig,H1/ "aa. Zo Na".,pp Nv/-mi'. N.>PNq m-� �� cRlww ma NIA r r Na�.NNI trs PIS yA +TSROI tm - MAOI�11114 ANCHORS SPAC#NQ FOR E.O= + 3 T/Y rN ASHY. G6'A&H LNPWN CF 1NIs•� CAl1G-HN PAl1ElAA/1E tirMUN.tS B I'A/raiMi6 PUB SOLD SEC - 8FG'IpIB } a IRA1AllMR PANS. I 1UTB/9 1A�) m 4911LAF]E (AMtW� rE BLOCK to aE _ � BLacx m aOIHCAEiE odNf�FEFE SMITH( m H�L16�TE mW��EHE 9RPaaG iD. +?7K'RE4E COH�IE [IIDCK m _ TO OONOIEIE 9sOTaG RNY CaMIFIMA710N OF 1YINSH 18161N 1' L#e:) 6' N/A N/A N/A 6" N/A 6 N/A 6- N/A N/A N/A I TtOP) 6' 4- N/A. N/A 6' 8' N/A _- A 1 () 8' N/A N/A N/A e' N/A 6' N/A 8• N/A N/A N/A 2 (TOP) - 6` NfA N/A N/A 8" N/A 5" N/A S. N/A N/A N/A 2 (807TCR4) �. -72.0 6' NIA N/A - N/A 6• N/A 8- N/A 6- Fl/A 1§ 11 Asia #2 FR�N AfftafCJ35 TYPE & SFAiCIIG FOR 9NS&NlLNCYRfI4s INRC W00G ARM£ 9i10.011YA. ,ItMIAiI A� �A AHEH MMdtiHlli FOIE OkifiNCE AAR ICED ON TH$a � F1;oT $rY. LEES THAN TEN sLT#31LA.E FILT%XCE AHAY'KXR SPAN711G 6r RAELTIiLYI[4 Sty 3iHiUCiTI EON SLti€6UtE B+ EFL FA.C'=OR:f. FOR THIS OP'EiNa10N 7D BE 1'G�A91F iMMI� W+AEENG OBTi USING FACTOR SRIHL tR1T BE lET6 'RAY LH®A6AL SPACe6 HDIG1iD FOR Titli ANIaCtt TW'1T AT AtkSH !£dEfll.. TfP£ _--- - - 1/4"a Ile. 1/4i ,/4"r-.If4'r -1NtfKAN OF SAP-A,MgP Et CNlf�l SOLD -SEC YYr. ANCHOR 3 a a S 2 1 /2 a A'ksrRLNrB'nuta' rpwanLm tk,) a a a a - a a tPl wa.Nr«t Oo"Nt+eM BlTalie Ar.D a a a ,P2 a I,� 4 a ,,N2 AlptMl. ETJl (131GE LWsgNCQ N N W -0 CIO > U c -0 C N �- O ^O 0- .� U U (� cu Jn O O ^^'' W 0 /�� cV O - l� T (10 V J Tt 0 (1) cn cu .- VJ �^J, W CD > O O U 'D'^ Vi cz Lu Q Z Z Q LL SHEET NO. SH 1.1 I - - - - -T --- : 11 NL;II.:-Ilik,:.nH.:.�,..,r:u N to - 2 ItISTALLAT D O iJ+' �� 5/a' I xl IN QUAILS, #� LGUL PANEL '�, t c 1 ICI i R REGULAR—PA(D O IN�X15IIN WOAD STRUCTURES iP/A4Nn UP V-e.00 1/ &Q d 1 _0D � FOR I� , TO s�-r W_ OR , INTO E15 e+Y(30D STEl1GTRS R&4LIAa REUILE OR P3i 11=. l a .. HRH , ,/2.a rr y;: }' ,14Y-ua a s . ' Pa #A' .. . t +Y iWri rAw .rap, Tri i tO keAaen FS7R ALL LENGTHS UP 7 en rt ra. 1 eneAlr,lan .. . , m e'-` kiee: �� II, !4 r u 3C7 a t` QC. ,} P d•' ,r,aarl9rea " , e r rr'".r7r� ,° rs-c'WISraMID 4 iPA1I4N 1 f. lD_ P - T FEES 14--10 P PtSWS 1 F vJ -_ ' t,tarrFi€ � r` 'k4--tik Pr1t#"�P.iF+tiFE PLUS � � � ' I -. - - ,m, 5 ,J4" O.C. Wf e"E' 0 - - �-. lea .elle,rs a A- R.. # ._ r!f'• w .rQs a r as +y _ A,nrrrc #1 �. -_-- -1 _ .4 '• _. _ " y'': 5 9 j4' D:G W/ 1 7f$` PENETRATION TO W U THREAMPE+1rrA,i)Dr) TT3 WfkDD »,,..,� - e�,A ,mrr IsrarA OrrPxa apse ,114l�1, xaa�r ee.. ,Free ` , ( i t f u , .. _.. _ ._. �s W�t;?P7'V3 1. 4 r?= 15 - / kaC1ST itfYJQ HEADER r, ^ 1 _ _ � ej '§ k `=r E7e1571r411 YNlO€t IkFAD6i RF.1XIIliED ,r.k", � ® .. - - � rr< nrsnr alar xwrrr, 1 �. W y ^ �" rw. W1at po r.mQ wl -.. I5 [ ,.� .�..,_.. _ l... - P i .` R' ��]',' 0 0 Ir • - _, aNv a iA ir,c,. / yl 1 , 1 .i I, y- < f + ,3 { : ; i p 7� W {6°aMi- • zY ate, r 1 'c .rEC) a r 11+A # a� CZ d. kvira aeLdT • s snn : 1 - 'Ie elks a c' a I • Wx rA3`ae. t- - I g'- yr: € a r. , 'Y'iCK7k'B HE'AOER 2• +' € i wCWit HEACER �' m € Imo• a R�E45.if ,' r � MYr" �, � " a , .: - , ? � L W L ] I treamre 1 L,w i =-a 1 €4 t- a� n '.. f ? �E __ ;_ .,.- i ,. <.` :_'.< '^ raA. Qs gyp 9,iKlRrb 1 { p 1 t rlcnn ImEXA1R '. a 1 a '•., .d:.s k 7 W 9 i i J O /'l'� LL m rAlS_ T w r+r e I e 4� V tx i� , tkl rrz,'aw 1._. ArA MUM, , ��' ON I I k �EpwlArr7N e ° 1 ' TO Qmr� ' iWAM Mt - ALTMMM 31M , A , kc r j u `_ . t� PAN LENETTI 1 , , PAi I LDMOTH �.101M.1,Max. P t LENGTH e SCALE: 1/4' 1, pr 1 ( i J� 1T S. x > 1 xwwra • g' NO1E 1 , +e--1 � i € SEE t xs xI 7llir1494s/rt' rppKa ir3, E q1�p, +Y E�kTe7>y r E a t'�L.4h` r1.+F 1 .• � � Ilmt a5,lw,roka emc 1 I -'' f+ xf r ru! N I IlLrlrl® tact �. I '�' SEE SCIi,i,CiAff 171e SHfE" 8 l 3132' N1G M31 -_ - � FFUf _ : i m a..e— seE set�KUE I .__ FOR mA€+. s>Fi�,urAirn , p g ON F SHEET e) i'' TO SRe's'S"". 6 7fb� r 8 g FIRM. SEPARA31014 r161£ S 1 Ya. lllrlRffi 4 12 1I2" c.c, EQ _ ....--1... i € h reG sr7r1flat5/M 0" as i*` 1 9-va m i C' ae--+" 4b i ! lw lr'P Ir, s �rt'€m1aPr ° € can emwra bLat 1 t E4 --. 1wl _1* &1R 5O MA OF 'L7 OF '' i I r 5 1AIkk ,CE ILIEIED WALL 1i41lltilit M t ► ALiE" 01111'ET1lE ) .,.,,....,.�---.._ {SELnON AT TOP IS uw�rED TO +5.5.5-67.o MAX SQNM Ile - r ) --_- _ � E€a r,fa, `.'�.' E0 "''' I � 1'�Ip' ' I !� •> om PLATE iF aTALLAfiWi - AL7 IATIirE 2W A �E RATING)REODIM /{J a '�' if4 1• - ° a.,g,,d+1ra9.ma a's'�;s, ' -✓,j F ° y r A ez SONL.E'. I/v ., 1 - ,J/4"` Idl. a s/'8" k2kfII 1 t.5" C $'69WC3 9�L k�'Q - EY `sm f wr i as t k e 1+aft �m a s' ` Am � c� � A �r at r -w,..•.,,,• 1 rtr a rr l� 4 E T 4'd LAO */1 1/ t/4" ac. FnR L1TMs7IP, ]m TO a°-•�' tanx, Vxv run oR #14-10 PAN uAtE ROAN E 0 OR „- s' o.c rzJt T/a' #em PrrlaWTE PLUZ A 11 rl2.0, a vm4 , i 9 ilia a4 ac.x ! r VEw .�itlV 1 R�WiiI}(f 1W x4 Yes Pu 7ii aSc4" wrs PtaTe 1 11a riC rro atsx ,/2' AGar. THREADED PEDEFRA R1AN AT >s a OF 1;/17Ei.': SCALE 8^•t uGd.E 3JR'"1' 2`z4` 91aCA?7 PLATP '" B t r e e rd8 WU> k'li or 1� PLATE FOR � kl# I r4 ELA1E / °- 14••••1O PN LMATE )-'L3aa r i Di4'i SIT PEA%E i � x".m ALL LENIOTHS IA* TO Vim•' a'I : P' pWRE')1 a 5 1/4' O.c w/ i 7/6' � 1 _. ,3.. THREADEI} PEIIETRIITHiN O { - 1J STAGGERED t 14` IAr rrnrw a s'...C1Mi1)lili}NS !a A1'CFiE1i2 ul0 WpALsT),I o9iE PLAaE' 'a kar-noel tn+ era ?,�st _ NOTE SHUT ER T' WKS HOr SHOWN FOR a��1''r ALTEREiATi'YE IN DIRECT MOUNTING �I u� i�� AT Ar kEQ, na PLATE SCALE. 3/$�,' sou 3/*-I' - - .F. 1 1 ,4�TING UOUNT SME.. 3/ah1" - 1. INSTALLATIONS ARE ONLY VVAUD MR BUILDINGS WITH AS.D. DESIGN LOADS 1 ¢P{ b � > ,••,,•",.. / _4 - - ONLY - - , >w �"•.i t'= 1, INSTALIA.F'kTl`{S FOR id-'IERI+I@�tES 9i, SFY do 1iSN C#1LY VALID F{FR'. �M , r _ .� V UMNGS W..1.l A,S-D. DES N LOADS �, - , ,�. , � <. - .- � CODE 1l V l 1 Nurriaarte Iixle UP TO +55.5. - 72.0 .s.C.. AND PANELS LENGTH UP TO S B". sd y FLORt)DA BU1LrS7lNCr COL1E h Velocity NwtlTtaOkl# Zona) L, R aTaALLA71t71V5 AfkF oN Y Ts#.aD F B - T`Tt „ - F1.ORITtA 8il1LDING COtiE NF h Va)sae4. NYIrrtT:ana Zone.. T +43.8 -4H.0 ,5-:k. AND ,,r>•.,..,r, r. FL(MDA OWLD1140 4. FOR NEW WOOD FRAME CON5TRUCMN: WOOD MEMBERS TO BE SOUTH€RN ' VP TO +35.5. -72.D PSF AND PANELS LEHI;TH UP TO B'-8'. t _ MINGS WITH kS.O. DESIGN LOADS UP O P a/ .�ae 9 BU • A1Oks ALTa i 611E VAL _ ".: ! `,' a o2SWts n . A'Ir". € L PANEL'S LENGTH UP TO 127-4 � _> •..., � Aaess TILTOM reE STOW PANEL. F `. PRE Imo. 2, M/ SPECS DEFLSpTY OF 0. 5 OR E6R]A1 r 2B GAGE GALVAi11iED STEEL STY1N11 PANEL aRrkN er Z FOR NEW WOOD FRAME COt)5TRU0)KIN. WOOD MkTIBERS TO BE SOUTHERN 20 GAGE GtLVd9N2M STEEL STORM PANES r RUCTIfN1. WOOD MEiSiBERs TO BE SOUTHERN S . 20 GALVANLZ t STEM Na. ttsi r PINE No. W SPECIFIC DENSiY e. ORE , y N01 4 , 2. FQR ran FRAME OiAST -.- .,. ' '„ O / ...-. _ --- - PINE NO. 2.. W ECi:>1TC DENSITY OF 0.55 OR EQUAL ' 44167 NOTE EM CMONATION GE SECTIONS , � � PROTECTION '�� n . ..,.. _ �' �i`.i`I-fir ul`+�. : «. .., r g, ra— e, -- -: -- , lL E 0 €lrie. 4e>a $k: st slwst - . ': g �wR. 1 xi . 5t 2,1 a NOTE FCN2 TrON £3F C7�. �, ....-.� �,.� . �, ! l� L 11 E Q L ti c --__ 4a3tr skP. s, sF ° a= FOR d 4DN iif DNS. j` .+ TOP BOTTORF kIOLRiTINCS CAN t3f agsreAs a caArPAAtr TS-O2i`, tx€r€ aArP4Ar T sYAap a ©wwaarr oa+E s331+ 15-D21 ._ .4 a7a - s 15 021 eW Iwrrw aAmrz R Pi OWE (46 -754% lead" - � .� �` "- E: FT.::53'14 'Lv a. ^. 4 - .. ... - Aer€ arv. >r...aa ..a Ir I=,- - --"'., .. ,€ s.. m rlrral m...rrt - rs '. 4!'b - PTA', t®sti+�aasx . ' , ,a ,rmr...rr..'r. aw. wrlrl �w.amrlL rc ax+u PWflarlt'. ( tkwa-" a, vArC� (+kse;,roea-arrsr MINED IN ANY WAY TO WIT : y I e ,,,*..� _� � _ _ TOP 6t BDTTOki MOUNTINGS OAtI 8E �. .- - . `� . _ .... � _ _. TOP BOTTOM MOUNTINGS CAN BE •' .. �'`' .° M eve-ucsw. ear r G.eD do -scam GRaddkio k+x 00 a A6) s� '*+:.:. _.. ,... -�. wrw: tArOn-uaw+. rrrxa'd ek'W aarr r.: ma$ �, , s Y+P=xtlalE . atr . (Y ba- ear a• rdrar.rW __-. - r.e are .. eaurei+e ra,: I1RbNFlG H e" INSTALLATION, --,: :- - �-caodifs y Atl7aNE•L7 IN ANY WAY TO SUIT i�+€Y -�s,.A _ ". � _-._. -_ __ C�iilE£{1 1N hNY WAY i0 5ka1T ANS' *ram_. �°� , '��',�+,.,� +'*r.. &+.ki Ted rr.,,.r r .v++ - - ' 21 �A rt�- . z rrxT ip or a INSTALLATION. �.. � TFrr c arar � �t eAr= - ' s €, lI e 1NSFA1 LhT10N. `� t wreTERb #PL rs, err ., _ _ RtEET t2 rF 20 rOH Lu CONCRE1it AmcHo , SEF SCHMULE'' ON SHEET 144 A41€ S7E i - -. - - -_ _ _ --.-_. -- --- ALTERNATE CONCRETE AUCHORS ANCSORS FOR W SYE� �N 15 TI(N D 10 ST ) A E ON (SEE aN j� Tr A Ir /15 3 Lc Anc 4 'a AT END Pt sTEr 14} 14} [ kA 114. 3/4 az 4f +L 1r 2 do 1W/15 s' ,amm ,' a 1/t' CONCRETE ` , A� k AT , o E'RLAP 1 a W/ INTO m ENG w STRtlCTiJ ,.. • - a nSIERI.AP_.- TO EX,S1's` khEfi NCrIA PAJIEL e - POURIED CONCRETE 5 1 ( aT a I STUDS 9 '' zr � i 1 �. 3• AST,. (CASE I -T ,� 1j� ac.T f �I 'ro kiOLQ PANEL 1 I ' / mot I•'•'�E � � � {ENC PANd.) {IVTETG9R PANEL] {M1EPa0R PANEIl} {11rp a .f n I jFOR ken. PTAk Lker. 'SkF+111tA71oN YW I p'+y I - :1 _ . I i�A 1mTltkt. r I 7O IIa 4✓ -. f•-{Nfaj ° _ _'"_ -_ , i I E EVERY,, .;. �p.�rvy� I[�i; SEE l- 1 � 5/8 NPw fay vt (9 OR am . Fit k 3 SCHEDULE SICHIEDOIJE WOW � • - I �' l41 I s is 1/s' a aw {ram:)) Ta az r/2 €re (SE Cdr. 2J14j I tPnz. AIR � _ �.1`-3' Yin. Cii,� I ] ix aE, F a aRT L xR11 U G iN� !A ION AP'PLI A S Fi Dill_ i 1 bE NT3* AL APPLiCA TQ w I I iDEI iJ=+ n L t ALL Q JYS � L . '" AT 1�kTA�4 �: ,T1�• � T" sRai AI 12 ,�" a.C. I I {aEe'oETAtcs r/,4 � a I I Itvt�IWI{ �. N PRESSURE AND. cP NDIN � A�wIERNATIVE ALTEE�t�EATIVE 2 OR CONCAVE I I ; :2/,+tAxMUI A S E) DL1+N rsaEsull; RATING [ s� AXIhii11 PANEL LENTFI "L" , ATE I I -- {19S$ ' Te]jwi a isa ila' , Gael€ I P3 C tom. I I A * �Sti 3/4 aR 4/4 1r Z, A W/15 1, 2 �L 1 /t I I I ; .A tEN4VTE ulcArx + I IAisTALLATIt} I wp 00NGR _3E GC)NGRI iI= BLflG# TRti Til E t3i. I I ...-d ON LS•E SME7Y PANEL L.- irilJrl,I R r ! t ('jwf I tNT Tf3P (, - L)t'ai ,t yp y ON i+ L - t I iviEA W/NO LSE SAFETY PANFF;I.S : LOCA7 ) of U. ( MlllE 1lELOWi - - . ' , . I - - i.a.. RESa]i4Tr'C PANFSS W/ OR - SAFETY' PAF L ----I f ee, ".0 W-W 2 3,zt" 4W. i .. , , , • , _ ^ I YI/0 REOQ).AR liCA4"iTS (SEE t1OTE 1 -* �E F6UL,E IQ -- 8k10WT * 7dST PA4EL TO NSTALLED A3 <J�UYd CGNHG x1>£ _-. - -.. ro s ST L1'k P+ - SHALL F'RFS�!!'� tV TOCONCAVE 70 � TLt � 'TO °fC T� -. I Eli - CONCRETE � _ •,f' ,+- r / i i ✓ YA>IRN,ii ".S.p' w*�!k m°a('CONC C3 if -. m t" THEM Sir e5 FOR ESE. R sP1 is FOR kN"erA i' C5 WAY WOW i"HIWE •+-..�- 3 _ - EDOE OF - AiVYAY,"i . PRdk93FA5 Yi/. rsm HANDLE RATR,O IKOCK NOOK L>a.acA ' ISEE Ear _ - -- SAFETY5T � . _ - �. - >v� ARE CATEi1 TKdS 1 Ec �a T 14T #� - TO FA4TL/rAil< 9JSTA'81AT 1 1F' INTENDED - _ 7O alsrAu€o RE>d e" N/A #A/a N/A s' N/A i€ N/A �' N/A , 2 ( J ESS SHOWN L TPA14 rwpes7En OR fOLICO E arFOR THIS OPERATION � ar Lan7�L CONCAVE: ANCHORS 1" ANELD :. OF _ - 5SA -12.0 5' 7' -�3.. $' ---- - 8. 9. ,H. - V T ( TTOM) 5Y""O� I° REIMICIESPAS frAkiW SHALL Lim THAN � - BE POSSIBLE � � - 7I -- ME SCHWAE. I..I '�' 1J - -- -- INDICATED FOR. EAM ANCHOR TYPE AT AiiCl1OR5 - �- t1 i - •. SI M 14'p — r N/A.. N/A - N/A - 67 N/A $' NIA 6' M/A 1 dt 2 �)'r--r - - f ar PLATS SCALE 3J32'-I • . +55.0 ^"72 6 _ .,' 5®-'•D` To 'r -r i/4"4r 1/4 a i/4"a x/4MA -ts+ • - - Now . WALL ►QUNTIMG !� WALL AND } { E>�Ei 3 INSTALLAMN �• �• �• s' 9. 7 1/2 s' 9' 1 (BOTTOM) TYPE wCw PArIOIrdE pAcrl-x _ pQLARED = SEC" 1 • � -SECTION � 3/8. ,. <._ � @C �' 1 : 1 1/4' Maw � TA �+TaP � sCALE. aJa T � sl4 ,amr. ,r,Av° cAP -F55:6 -a^2.O 9' :4. & 6' ---- NSA -. � N/A 7T �.tTi))' 1 :_.** t1/A 6' E `FA"iV�� ALTt�IATIVI= 4 E IN l eRr u P { �+l eft - - - -... -. -.. :. «,.,,." . R-p.rw.l Eiedi. 1nj 3 3 a 1 jg 3 t.h + 'l >t` Cafl. 7 LIFE SA.F'ET1' : PANEL CAN LfK"ATE,fa AS AN END PANG- (ITT OR LAST PANED 1 - - - S = r �. a �+7e L Acetk ER RAGlCR "� OR AS /d'I INTERIOR PAS.. (ANY P.AF&L LOCATkf7F1 IN BETWEEN Et�RS PANELS). E ka1E ,a 1a LIFE SAF€71' PANELS RV4Y OR MAY NOT � INSTALLED ADJAC'Ei�tt TO REGULAR PAL> SEE' Ts aAk �35. - - (W/ OR W /o I�ciIA,AR TRACKS) � �(� • �TQN ®—B ki"JGAN ASA S E I Tenn a W � FM MP CIF COW t iS W f r Ira. lP OR CT � TO -.-- PN L 2 S' i.ol€ 1.160 . ® ].aa aks ,� I „,-.1 k14 2G�i" 5.:�. AC.S^ 6 L N) oR TE 2. LiFE SAfET'f S'fi PANEL C17k1515T5 OF 4.Qi9 Ga1'LVAIIPZETI STEEL STORM PANEL r55 vv4 a-x0 P+.rIEYAfAYC tarw..E OR PER �kAP�fiNEyYTf,]J. SHEET '2 O' ORA4NNC3. SCALE a/32'r:1` - T� -_ � LF it �.' Ott} - - � t,Co xaa THIS PMI€L MADIN5 O'SAF To kE F WOOED OR �57".At.k.)ED FROM THE INSIDE OFPRESSURE �tE P:.1cS e � BO. xd 1 t/Y 4A4t. SICi4E: 3/8" O STRUCTURE, RAM .aE' 1E E T� 'S ',J2' �eT Fia�T'hr.Tli 7O � ' t1ER � kAtT ;P•iilYdt L1trPotr 3 LIFE TV # REOUNRES TOP TRH€ TO RE T �e surrom TELL To ' 11Httl -+99.2 -e1.3 � 3' 4 Tiz' A 14 2• 2 (BOTTOM) 7''S`-- LESS WALL MOKIND INSTAU ATIO As Pi#1 of TFiSI= �1i - +ems c` . +• 2 (1aTiEdaT 7°-' LESS P, €f(f ,V _ MOUNTED FOLLOWING S' 1 & .. 'p'».6' oa LESS .'°` `".." �`•��:,«,1.J3 GikWEYQtiENi' Y` TAE-tin WALL 1 FL00� �*a :..eear..,,.. ng -__ 2 t.2' '2 , Z 4 "«i Tf2 2 (BO�TTCM ti � , 3: - g• - ,���: °' DEVINS 1 2 ill [ � ,. • _ FLORMA, BUILDING CDDE h Velocity rll�tira ZA } k55.i# i2fl / _/ �G� � �tT1A BUILDING CODE {l h Vol lRy l4ul�cae3o Zo€ee} � + � FEDMDA BUILDING COME (HYBn Ytinaz9 Nu cons Zsne}, 2 iA3 TkTIS St#ELT, AS iY�L A5 ti S. 5._O. k AItta xtia lF R1 s Agra Irma kYG 2D GAGE G LVANfiE31 STEEL, STORM PANEL Fxz k55.0 1J2' 2 t/2" NJA N/A 2 { } � � :' � oscx5 mrECtii AC 20 � GALVANIM STEEL STORM PA �1 Fa4 � STEEL STORM PAW ,L Min. LLN(;TN FOR COMPONIENT&S 1S'- � - Z� tYkrrr�I rrl - ANCHOR SPACING Fib com AIICin°] AT #TO A IS t N ON NO.441, Ff/A 3' �' 2 ( rTTaI) T_e` � B'-B � � 4416 � � � 2B AGE GALYANiZDY a_nnwl Hr N5C tE.[1U1 1 2 SHEET SA. � It, .�- • ;"' - r.wrrw..d. ---4esAnaiis , ". rear abjs§/,s ENT OR REMOVABLE GLOBAL PROTECTION PRODUCTS, U.C. - - MAY BE PERAU4[d /r� �- � ,'_ LbBIAL PROTECTION PRODUCTS, LLB. kvv>n E C V t1tC _ '�� � � T- rls7ra.kA7lONs ARE OIAx vr+.Ea FSki EARInINEs wnn, A.SQ. CE9dRI UP 7a - � O�I'%11,. PROTECTION PROD1�lCCTS, -•..µ +, l ifar 8 S.rP. 51 ;a' --,. F ,° > �` 'il+ iliP N:$`. - py4 AND PANEL% IB M 1P TO S-9 I r" kknAS FL 35314 E 4rD Ex. 51 4555, 2.O a SEE DETAILS FOR INSTALLATiON WTC WOOD FFAIIE BUI Mrs ON SHEET 15. .- : f�"•`. ^' 7b57Frr�G �: 6N NS 1 `J-by21 `•"a. - '*�• � � # A� DOE ti, 3334€ 1 S-G J1 ... t : �C° � ilLdC7:-.-. calk ri�bAc�raO dater 1 •A �r °' rse ACrl arcs x. rr. srA rrkrM arrrAw ra #dr Pt4I; 4rsay-z5. l-Ac fWi-dvWR ` ..-.. i ,... a see i Ar, as rkw rrroeaL ex w • FAaR fay+ 2. ++ Q rir r 1O 11Ezr � ! « d{r ,ter, ,rr11 AL Ar. der. NrArr. - A .fllA! {Wm+> 1 Fatale oft)ro- ft 15 OZ R THE INSTALLATION rr ., . 1 y. Cr' elr... eme evr-+nr , n.. p� areas .w w. . ra rr� r a r m ••r - ,gyp pwpmwt 6, SEE SHF T 4 FOR SAS.. 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RRia A- a81R .k i' ax ar € - _ - aes rl-3ra * - 9FitE7 i94P b x trsn - rsY:t M (F AZ _ seeuT Ia �F sa r i �,-x.YkRT s LL _ ,. SHEET NO. SH 1,2 MAXIMUM A.S.D. MaX PANEL DESIGN PRESSURE L j#t j RATING (P.I f.) (SEE SECTS +55.0, -72.0 W-8' ANCHORS REDLKOE Atam 11 11 Wa6T'alli il!"IVi�BI i.»IIC aIVdI. IMI. dWld ii7 0�T 11141110 I:'I'illi-�WT�iTI II Is WIN ._ . /�/. •1 I i 9 I I E v INmL GLASS S To L.15. I _..... .- FPANEL F 'L PANEL Mar. G1AaS T.FHBEL SN S}EEfi , fh d LENGTH (SEE NOTE ) M1 SH97 I € li „L. PAAiL. IEL - LENGTH ' L a (SEE NOTE ( 1 BELOW} IIn 5EPlA16710N tl E °'- ( NOTE I KLOO '' M�t0�44Aa�'•11Fs TO GU35 _.. _ ..._....= I 11 'f .. ICOSTING i k 1 f4_ - 1� ON SScHE' i6}t6} i ; 1/eo-2 1- ..�... ` o 5.5, 1i5. W I I tam... T�.. i Y �%.32• 1 I E 1 T/� `/ Y 3%32` i N vim HAFT I I $� 1 WIPM3 NTT T/4•0 TAPCtIN 6` O.C. W/1 1/2 THRfADID F- _ _ tOlil OF PLATE -. _..-.. CONE. CONE. 8"w x 3/32' WIND NUT 8"0 x 3/32` %ING 0 12 1/2' (AC, NUT WASHER (BEYOND) r 1 4'f IAH+C:OHt O 8" C.C. I T 4"0 TAPCOM 0 6' O.C. w/1 ER wa/ a-r GER TWA/t W) PENETRATION AT READED MIOWDTH PEI'IkiRTIOLu N AT MATH QF PLATE OF PLATE x1' WOOD PLATE 4' WOOD PLATE REQUIRED WALL MOUNTING INSTALLABON WALL MOUNTING 19MUJI ATION Al �{,TERNATIVE BA161ALTERMTM On O REGULAR PANEL O LIFE ,' EM PANEL SCAII.E 3/8'-1" SCALE 3J$"ffi7' != L v6MALLUMNS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO •f55a`, -72.0 PSF AND PANIEL'S LENGTH UP TO 5'-e, 2, FOR MEIN WOOD FRAME COF 'T** WORD MEMBERS TO BE SOUTHERN PINE NO. 2. WI SPECIFIC DENSITY OF 0.55 OR FOWL f/4'Ni-24{c3/4'5.5. ms, W/ /6`HHx3f32 WIN6 Nut 0 1Y 1/2' C.C. 1 410 TAPOON 0 67 O,C.IREADED •: 1 1 i10N AT MATH OF PLATE z4` W000 PLATE ,N#" WOOD PLATE 1 ED REQUIRED 1NTING IEW LLATION 7AW O REGULAR PAN AI_TERNATNE 76W SCALE /s =1" 2, tUF_ SUMPANEL SCALE 3/B'+xt" ..... FLORIDA BUILDING CODE (Nr1 0MEONEUM EQR SERFS 2000 1000 E-Z HANG STQRM PANELS (SCALE 1/2•-1-) I I5.196` ('TOTAL WIDTH 'i5F>a" (EF`'FECTIVE - 1.350'.-� / 0.036' MH, TICK H ' 2.66i GAWANM SIEHL EDGE *,.'y''',./ 2, Or ? He TVP. GR SO M44m DETAIL AS �L EDGE C -60 G+LY. L,w. A 45.6 t � STORM PANEL ISOMEMC VIEW DETAIL A ROUNDED CORNER ! ENDS OF PANEL'S END UP W/ HEMMED EDGE I �.125' I A F^3" Max, (2) 3"x3"(Max.) ALUM, AHGLE -_754Y STOP RAR it' W14G G463-T5 Alm. ALLOY 31 • .4 IiIII 41if:I M 9 =4 01.k •:.. '..1 fI _... MVkBIMw A.BJ1r - Mrex MIMMI WN TO +GSA -753 7D' OR LEAS 2 9/1C BOLTED « 1'. 3'. 3`W " 2`w At +66.0. -75.3 70' OR LESS 2 7/B` BOLTED - 4' t 4YA 1 4Y- 4• S.S. WAS t WNQ6HT AT REAM • 4DR OF PANEL LEPIWH BM&OF PAPS - .125' `a 2.Ofl0' Y�r--; .,J i 25' !_. L-2.01D } "JAN L`J REVERSED oh" TRACK .750` ER 2sIH B 3' (TYP•) PAN 1 1/4 WIDE 6061-T6 AINrL ALLOY HEADER ED k e TAP.k N 0 er D.C. LAIN, THREADED NETTtItTKIN AT WOOD PANEL LEINOTH (SST; NOTE 1 BELOM) 714 /d,*a '32 wm NDr 9wLSHIETr orroFD) iTklrriearle REVERSED 'U" TRAGIC �• : *'- : _ I >_L * - . , 1 4 .-ice jilt' 1 ;. ,: .L• i �-_ �1 1 ,_ I,•. sI+h•N,L :i •k.:AaI • 7I, t ► - - .12T I A tiEStGN PRESSURIE RATING ) MOM" ANCHORS SAMNO CDR E DL • 3 1/2" tl APPLJOWE To SECWOIN3 } ! ANY COMMMATIONLEIIMRHE OF IRON MAIN HA PIANEEL T." OIL) - TAPCCMl6 K-kN PANM WIE F YI E p AYIHIJAVE PLDS TO CONCRETE TO CONCRETE Bf.00X W ONDRID V BLOCC M CONIG6EIE 10 d.00K W N)OINC'.RETEITO lAOCC - - 12` N/A 12' N/A 12" N/A 12' NJA 1' a2' (TOP,) 5' _ 4` .2ODD)+ 12' 3' 42' S' B' 6' a. it 1' 6oTTGu) - N/A. N/A N/A NIA N/A N/A -.. 12 4'/2' 11` 2° {BOTTOM) � ' DR LESS 66.D, -�5.3 7' N/A ---. 6 1/2' N/A 4 1/2' N/A 4 Ile N/A 3' (TOP) 12' N/A 12' NiA 9 4/2• '= N/A 9 1/2' N/A N (Borrow) 12' N/A 12' N/A 19" N/A 12" N/A 4' (TOP) 12' li' 12' 1 0 1/2' 12` it' 12` tt' k' {BOTTOM) # LIMITED TO SLO PAO A.S.O. OTi5Yf,Is PREP RAW A SIX SIIE'r 26 FOR ANCHORS TYPE A SPAOW FOR NM LAT MNR INTO WOOD FAME BULGINI . MINIMUM ANCHOR SLoAMM AND MMIWAI MULL DISV#KI AM tl[6CCTL ON 1N85 SL1EDAPE. FOR ED. IEgS INN INDICATUD ON SCHEDULE REDUCE AND" SFAcm BY ►uLTEN.YNG MAO& 20M ON SCfHEDLWE BY TIE FMOWNG FAOTQM FOR THIS OPtamON TO BE fMOSO F, RIMM SPM.M10 OBYANED USM FI1f"L. aR SHALL ROT BE UyM THAN MINIMU I SPACMA NOMYOFD FOR EACH ANCHOR TYPE A17 ANCHORS U67QML tj4'i 1/49 1f 3 1/4•. AMC*m TYPE Tfl+OGN �.� III■. ANNOW 3Ren,a Chi 3 3 3 2 ,il0it■13YIU/CY CYI,I,INI D•.T 3 3 3 3 PI.■- i Oewr■le BARE ikyT 3 A 1/3 31,0 A. AMW FA MOE DMVCEI_ - FACTOR I - - - :1 - - ao 3 Ijy IAD 4 i + $ED MHES Mmt. 015MNC'E BIEIWEE04 BOTOM OF PANEL I t/2` AND ( To BE: 4J2' MmL T I +-j RDWJMIs Mmr. DISTANCE BEEEN TWBOTTOM OF F%m 1 No0 TD BE. 3/16". ' 3/1er M■ CODE fHlah V&I*C ly Hurricane .DTI wi-OW) 114-10 P 0 6 1/+- UOL TRW AT AEWM WALL MOIIIV'IIIG INSEALL �,' ALTERNATIVE SAW O REGULAR (PANEL SCALE 3/8'••I" L INSTALLAT04 ARE ONLY VALID FOR BUILDINGS WITH A-S,O. 3H LOADS CW TO +%-5. -72.0 PSF AND PANHO.`S LENGTH HIP TO W-e- I FOR HEW WOOD FRAME : WOW HEMS TO BE SOUTHERN PINE NO. 2, WJ SPECIFIC [7£ CAY OF 0.55 OR EQUAL PRO /14-10 PANEL. a B 1/47 0.Q MIN, THREADED AT UVWWTH OF AL T_�_TIVE 88W NO � t,IIFE SAFETY PAi WALE 3/8--1` FN.t1RN 3' Max. 2'/24 1` Min, J1 :rH Hurricane 3' Max. -I. � - I4ri- S.M.Y. HY Hallo OF FED GDOMI ti'DTES VIL E Z K" SMRM PANEL SYSIM B.1) IAINIMIUM EMBEDLEtNT OF TAPCM4 ANCHORS AND PAN€LWATE FEMALE ID & PA ATE.- PLUS INTO CONCRETE 1. E=Z HAM STORM PANEL �. ON THIS PRODUCT EVALUATION DOCINJENr (PLED.) HAS BEEN VEFURED FOR COMPLIANCE IN BLOCK SHALL BE 1 9%4`= ACOORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING GODS DESIGN WAND LOAM SHALL BE DEIERMINED AS PER SECTION 1020OF THE ABM MENTIONED CODE. 8.2) MINIMUM EMBEEMEW OF 1/4.6 X 7/8' CALK -Ill ANCHORS SHALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- FOR A MIND SPEED AS RCWRED BY THE JURISDICTION WHERE' THESE SKATERS WILL BE INJT+fULED Aim FOR A DiRECTIONAiaTY FACTOR Kd.o .85. USING ASOE 7-10 FOR RNSTAUAT UNDER 2014 FDO A7+ SHALL 1/4' i-2D SS SiDEINALK GL''LTS U `SHALL BE LONG E�N ,1I(5'#iGM.14D '4NY E°'�iISH MA`'TSi�aL' EXI', T4 �- INDICATED ON SHEETS 25 & 26. NOT EXCEED'THc lAADIIt4UM (A,S.D. DESIGN P1TT�S ENTA'E 3J4` NTO ANCHKDRS. , IN ORDER TO VERWY THE Ate CONDITION. ULTIMATE DESIGN LOADS DETERMINED PER A 7-10 BE FIRST A.S.D. DESIGN WIND LOADS By YUL7IPLYNNG THEIR R1' O.fi IN ORDER TO R.3) IN CAS THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FlW1FA (1 THE EDgSTriG WALL, ANCHORS SHALL BE LOW ENOUGH TO REACH THE ►NMN STTO.ECTIJRE AND SLKTI PANt7S. ANCHORAGE TSmAU NGS INDICATED ON SHEET 25 & 26. O COMPARE THESE W/ (A.S.D DESIGN PRESSURE RATINGS SHALL BE AS MENTIONED IN &I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 014 THIS P.E.D. AS lle`-`.FED WERE NOT OVER STRESSED, h 33'R INCREASE IN ALLOWABLE Sim FOR WIND WADS WAS WL USED, IN THEIR ANALYSIS. FASTENERS SPACIING To WOOD HAS BEEN (C) SHALL BE INSTALLED FOLLOWING ALL OF THE R&COMIIENDAMI)SIS AFA3 SPECIFrAITiOMS OF THE AAC°1CR'S DE"rMIN80 IN AOCDROAMCE WITH N.D.S. 2012. � STORM PANELS ALDEQIUACY. FOR IMPACT AND FA'IKDI>E RESISTANCE HAS BE€TN VERIFIED IN ACC D WTTI4 SECTION 1826 OF I I. IT SHAFT THE RESPONSIBILITY THE CONTRACTOR r0 VERIFY THE SOLMID OF THE 5TRLACTURE WHERE SHUTTER THE ABOVE MENIk`INEU C AS PER FENEsTRAT`ION TESTING LABORATORY. INC_ REPORT f 203Z AS PROTOCOLS TAS-201, IS TO BE ATTACHED TO INSURE PRIER ANCHORAGE« THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK TAS--202 AND TAS-203, OR WOOD FRAME BUI.DINCS. Z. THIS SYSTEM HAS E -*gGNm TO BE NgrALLDD ON THE OUTSIDE OF THE OPENING ACCESSING, THE OPENING FROM THE INSIDE W/O THE USE € A LADt>£R OR LIFT. THIS APPLICATION 6 VALID W INSTALLATION lS IN`IE:N3EP TO EE PERFORMED 12. THE INSTALLATION coNTRAGTOR is TO SF.A-/ ALL SHUTTER COMPONDiT EDGES WHICH REMAIN IN CONTINUOUS WITH THE BUILDING TO PREVE31i WOD/RA1N INDRUSiON, CAULK AND SEAL SEH7Ft£R TRACKS ALL AROUND FULL CL FROM THE ASIDE OF ST TURE. N3 ENG 3, SERIES 1000 INSTALLATION IS APPUCABLE TO SINGLE ADD DOUBLE HANG STD'LE WINDOWS WHEN INSTALLATION IS REQUIRED TO DE 15. STORM PANEL INSTALLATION SkMtl COMPLY WITH SPECS tN01CATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING PERLED FROM THE INSIDE OF STRUCTURE REGULATIONS PROVIDED By THE A ICYION WHERE PETIT IS APPUED TO. 4. SERFS 2000 INSTALLATION IS AIPPUC,4 L.E TO SINGLE AND DOUBLE HUNG' A+LD HORIZONTAL SLDERS STYLE WTNOM W EN 14. ATRIUM W{l�DWS Arab I700R5. t#IC. E - Z H.4H1G STORM PANEL SYSTEM"" IS P/LTfL44'i w Md. INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSlDIE OF STRUCTURE 1 - S. ALL AI.11MIWVM E RcasiONS iTi BE 1f053-T8 ALLOY AHBi Tt;MPER. (UNLESS OTHERHISE NOTED) 15. (a) THr€ PRODUCT EVALUATION DOCUMENT(PLEA.} PREPARED BY THIS ENGINEER t5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.' La. WHO THE SITE CO1NOtTWPS DVAATE FROM THE: PLED. j 6. ALL ALUMINUM SHEIET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (b) CONTRACTOR to BE R SIBLE FOR THE SELECTION, PORCH-tSE AND INSTALLATION IC1AtN0 UH'a: SAFETYOF 7, AL STEEL. SHEET METAL PANELS SHI A.L. HAVE SiftucTURAL OUMAY STMt ASTM A-653 GRADE 50 Mtft-, CAL`JANZED STEEL THIS PRODUCT &tSfD ON THIS P.E.D. FRONDED t A'lE OCN-� NOT DEBATE NSS THE CONDITIONS DETa T` ON DOCUMENT. C OR'S UDOCU SAFETY AT STTE IS THE DESIGNATION WJF+W ST.5 (AFTER ROLLED)• 8. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 31E AIS1 S OR IiC}TN RESISTANT COATED LNG STIEEL E GI2413.3,3,4: OURESPON�Y.,D7Y. IAT10 L IF MODkFl£D. () THIS PRf%TLtCT EVALUATKxN DOCUMENT WR.L BE CONSIDERED d HISIHIIPRODUCT YIELD - AND Isar -TENSILE STF NGTTi do SWdI COMP'{: € S�ECTt¢kN S4OI8 WJ 5CD kS" kLO S1Tii'1I1 STD€ §PECtFkiG PROJEC%S #Al.f. E PREPARED1D BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH i..L 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. AM 304 SERIES STAINLESS STEEL, WITH 36 Hmi MINNUM YIELD STRENGTH- .(a) USE THE P.EDNEER OF i>E OF (FOLK.) FOR THE PROJECT AND WHO EER D FOR THE PROPER USE OF THE P£.D. ENGINEER OF R€t`.ORD. ACTING A5 A IYEi.£GATIUD E71f'AhEER TO THE: P.E.D. ETdCINEFR. STALL SUBIAT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 10, ANCHORS TO WALL SHALL E AS FOLLOWS: (A) 19 ICI .-.M= -tom (e) THUS P,M SHAEl BEAR THE DATE AND ORIGINAL SEA. AND SiGNA'NRE OF THE PROFESSIONAL ENGINEER OF _ - 1/4'H TApcoN kIGHDxzS AS MANUFACTURED BY N.Y.W. RLBLOETC, INC. (AWN. 1'cu3192 PA-0 RECORD `THAT PREPARED IT< - - 1 /4' M x 7/8- CALK -IN ANCHORS, AS WNUFACTURM BY POWERS FASTENERS W. (MIN. f o-3000 p.a.i_) - #14-10 PMELMATt FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELAO CONSTRUCTION PRODUCTS. Ia. STORIM PANEL MANIIFECTURER"S LABEL SHALL L BE LOCATED ON A READILY VISIBLE LOCATKN AT STORM PANEL M1 ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE. ONE LABEL MALL BE PLACED FOR EVERY OPENING. (1 C•*335I3 p.•-N.) - - LAga pi6 TS COiNPLY WITH sEcriON 4740,&2 OF THE FL40MEA+ SLIUXW t`ADE. A.1) MINIMUM DAMIENT OF WAE'CON ANCHORS IWO POURED CONCRETE SA -WI BE 1 3/4" AND 2' FOR PANELMATE FEMALE ID. & PANELMATE PLI 5. A2) MIN1MU1w 9AB€OLEAfT- OF 7/4"M X 7/B' GAL.K-IN ANCHORS %TALL. BE 1S 7/8- INTO CONCRtiTf. NO EM13fONENT LWO ANY FINISH MkTEP--L SHALT. IE PERMITTED 1/4' 0-20 SIDEWALK BOLTS USED SHALL BE LONG ENOWKSHOULD ANY FTFMSH MATEt� f? M TO Et(GAOE 3/4" . INTO ANCHO- A,3) IN CASF THAT PRECAST STONE. PRECAST CONCRETE PANELS,. OR PAYERS BE FOUND ON THE COSTING WALL OR FLOOR, ANCHORS SHPIIL. BE LONG TO REACH THE MAIN STRUCIURE BEHIND SUCH PANELS. ANCHORAGE SHALL , -ENOUGH BE AS Mefr"IED IN AL) AND IN AL2 ' ($) TI1 €Xi'S IN{G - .J, ..Wi' w. , . 1'�["�,;• fLLH1mt &17LNM CmE aggh Y.rOGT illd/flte7A'f✓Y INTO - t/4` ¢"TAFCON ANCHORS AS ANAILI}FAG"rIAREO ITT' T.T.W. BLNI�DE74, INC. ., a 1/44 4 X 7/r CAUL.-414 ANCHOR`", AS MANUFACTURED BY POWERS FASTENERS ITC. (i`m-ISOO P-J-) . �,D f.A.L 1r rJa€3 73mQ HG E-Z HANG STLDAM PANEL. SYSTEM ,L,, �� �. T- � oIE WlMlIs SM 3VM cat er: - - #14-10 PMELMAxE FEMALE D AND PAN€AtATE PLIES ANCHORS, AS MANUFACTURED By €LCO CON-S`rRLC ON .+7��II0 - t3 PRDDucTs (t'Ar-071 p.s.i.) H ■■ ".mow ATRRIUM WRNDOWS E DOD INC MMMN IE A,CIOWS € � � 5. .. 1 4'w-20Y3/a` F€.s_ W/ I I I I 3mEr 6 Mml I I i i d EA / BUTS 1 } T 4 00 l t L IPj a +' I `✓ wYNo eANr e, ac. i 5LA- Ill ...nL-1 Y I p E [ 1 R I t « •- ` --! '� « - 1E. 1' I SFE 5c„F'Dlxe T 1 SEE CPSiRxIF 1 .FS :� E SEE SC,ld11,AE I YI +sC HLfIE 4 BEHi]WI -` NODE 3 2 t2. - _ 1 {AL LATE La )BON I � p �r I Ola SH EEr 25 I w F _ E ** aN s�cr 25 -3 - +- )Ci END PANELS I - . mAk S /#••+a/S2 FIxI CONCPEEE Aim WARY 9E LOCATFL ) FOR Wn. FOR g Iy�- _ 11pyc 41%" + I ,/'I W # I SRE a7EEa4RE N +• I i9n I TIFEi MUT • - t Malr. t _ --. uY SEP+V:ATCN p / TO GLASS. t S. Ir I M. TJt3Y'/ 3 ON STET 73 r I TO C1AC4. I E+h)C,' OVBE/P ON 2rr: FTDF ii.�=O E91C A7 END t ` LAST PANEL TO BE IHS:A LED AT EACH 4 VII.r ! - 1� HKPf O iaAi L 7/5"w17 i` Afx,. } SEE SEOR0N5 ON 5HE7S 24 r '�- RNIEYUEkR PANF2.4 1 TO CU63, f 7' S� ( TO C,LAS`S. I 7 . •x3 I"'Ht7it Wc. sEPARAT,wN M' s�Iu SM NOTES ,-rn'S DR(1W/OR MJt> � €ADLITA IHSALLATM I 1 T I "' I T eh7c!tlR9C1P < i H �J v 'x HAS[ PACI¢_L ('1� i0 � ,�L€B hT Fi+I;H CpETiIIK: ALWAYS BE PROVIDED WJ I t �r �- t - I - tiVWAFP t � � I wMC swT,� BE PRO ou) W/ PI - Aii N FOR SERIES 1090' IF INram TO Be rtsmLiR mom ' , A TYPICAL EU3MON FORJE ES 2000 REAR HANDLE TO FAGT4JTAT'E IISTAdLAA71 NSNOE f{ g7µlD.CTURF ( I ) T ° sDTRe°Irn asED ER°M -Z HANG ST+� PANEL C� S'RS?Ell SCANE 3/32' - 1. _ =HUE 3/32' + I' I I Ta Ile Mau GAP - ... ` I a 1 v4- ,w� Iy�T 1 g W/ 0R WlG ®. � T 42 -t 5E AT P END ANDSD I I f I It SECTION A• -A SCEE 31W - I` POLmm - SDAUE1' (1). DEFIN1.INN OF S SAC 1000: E - Z HANS STORM PANEL SYSTEM CINStS-LING OF PANEL + (xICRETE d I ! 1 - E ""-`I t-7 rItACKS AT TDP & PANELMATE PLUS OR 1 i' LONG ,sue NwNa0). , - E -- 2 HA STORM PANEL SYSTM CONSISTING OF PANEL + �A � RIJTTOM W/ P IE:(-rAATES. , 'END PANELS SSHALL ALWAYS BE ODNhECTED TO WALL BY MEANNS Of�' I I fi-,/#f-2�y/4'yl�, � �" I,A4v-ana7f4COn1, TI{S TOP & BOTTOM.(2). -"* NUT aR/' PANELMATES OR,, it USED NTLY W/ 15` LONG TTL4CK AT BOTTOM. END PANELS 1 4"l=�20.Y/+" ells. 25) r>3e 0„ I/,tY-mks• (2),IVD PANEI.i SHALL ALWAYS BE CCU TO BOTTOM! TRACK OTHERWISE A STOP t S{TALI. BE :LYJNkEC'TE(D TG Wf T/a'r-204/4 .S. Wl 7,/& 32' / a1�..7/st• MaC -... - -_ - f �3 � - EI/ {�€ 6 SHALL IE PROVDED AT TOP OF SUCH PANELS. J 1' pEp (CEIaT AS 8fi �•F".�3/C EO E-C �.. I I DES . ,e.s y7/It ANTI i lEda.7 WING NUT OR i{4-` 570D3 min. HU 1NTCi TAP 2 (ETC �� (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECT N MALL CONSIST OF DESf:RIBEO ON NOTE (3) ItEI.OW). 00NNIEE ANC21"M % NOTE 1 - 1/4-0-2Ox3/4' M.S. W/ 7/E-00/32- WING NUT OR 1/4 r3/4` MTrs. THUMBSCREW (31 FOR CASES WHEN END PANELS ARE USE JOINTLY WJ 16' LONG � AT (;� sct■n E � - � Her efE � _f (W a�R SM a, 9st}T' ar0 fi INTO TAPPED BOTTOM TRACj(. LOCATION OF FASTENERS Hia.Y AT EITHER OF TWO TT{Iu BUr END PANELS ARE NOT CONNECTED TO BMW TRACK , STOOP € AR '" F � 2 W� AND DIRECT MOUNTING G I�I�'i- � D FIAT FLANGES OF END PANEL- .�iFNAtA_ BE PROVIDED AT TOP OF SUCH PANELS, a (4), IN CASE THAT EINC PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP WALL MClLINTING INST_ MOON Z--. {4), FOR INSTALLATIONS MIEN END PANELS A.NO SOME INTERIOR PANELS ARE G'ILY ��- �1 nOR TO CEILING MQUNTiNG iNST. j��CA��jjH,(p'�HNTLI�NG Ii�57'. 1S ONLY User AT TtiM' AT LEAST TWO PANELS SHALL BE CONNECTED TO ECDTTDM TRACK MOUNTED TO EXSTING SILL WALL � MEANS OF PATNELMATES, ONE INTEP "e PANEL. yS,�'�TION �' � SCALE 3J6m'1- II aL,kiC.ELTcsa-s TO BOTTOM T'THA,CK M7HA'Y� OCCUR AT ANY PLAITS. LOCATION, P ;S MAY BE USED DOFt+ITE-Y WJ TRAC4C 2 AT SHOWN ATTFLEy G BOTTOM ' TO WALL USING SPECS INiki:ATEO ON NOTE (3) IN SUCH CASE- CONNECTION OFBOTTOM w/ IWO PANEI.MATES I"OL.LOWRNG NG SHOWN ON ELEV;Ap"IOUN AND W ` A�3 1 J2' /a 13/4 g .eft: SCAAt.E 3/8�1" SCALE 3,dB••t` SCALE 3 1 Es (5). SEE SECTION 1'. 3' & 4 ON SHi= 24. SEE ANCHOR SCHEDLXE ON SHEET 25. MI+1. EDGE DISTANCE. Filet TI4I5 INTERIOR PATE'. 4N5E0 .lO T,_Y w 2 INSTALLED �� v) 4D �€ I, - FOR NOT NEED T1':') BE CONN+iECTED TO 2 BY ANY MEANS. TRACK SI"ULL 3+LS. TAL.LEE1AS PAH ,S (T_Q� LEFT & fm(ff 5DE OF I TERROR Pam) LAVE L-. {J 4 3 iF, '.F RYA. - I�e ,, -M a YLL FETANr D iSY 2 u6TALAE,[RN TIDE wt SLEET 23. ^,aa �,5• ....,,..i f4yi FLORMA 9U�LA#0 COUP' (High Y+Noaliy Nurrfcoy t�``ts1 :• �Ary ftORiIZI RilILt31NG CODE Hi YaiGctty HuAYtcaAle %ate ti x oases rxI€rn Fc E-Z HANG STOtt1d PANEL SYSTEM 0t VAL $ (��(1yloxs � Lei ` � v2M 1X?rZA W- E--Z HANG STORM PANEL SYVM tM ,. 6' •'.' s• I%NWN Ems: i ifflfE E'OR (b1�INA>30H! oc 1s- lt t10 6MR CHCMAI,CEID lmm um "Jej EI• r" AAar IALYAA,Om arm mewl _ _ A �r a••`•� ATMUM W NDQWS AND DOOM INC. � -1` ��t . 0 TOP BOTTOM CO& AED IN. ANY WAY Tc'"GS CAN O SUM ANY 1V R ¢� �' W. 1'9R 1 S� �# ; �i; aF�� �L E C 0 IM+e. iiiUiA 1MI11 o rLAND4 DOORS INC.Ilfl 3; �fyJfA P,r3rE: (as+N■1-�s4s FAX taste -Fees DETAIL 1 E� - a�oE 06TAN E aN �R p 4 ' aee ,r s ael w1.w R crw A PHONE, (ae4Ne+-r.4, m ( )mm-wc C• em �. ea wA, # COM _ #�._�CCI NC'. e rTa.. r NAx1D de -ran ..a.: &W arr-,as, an r aa..re r .[s w oar It": off •.. i8-aiNA67ts r as„ale . - - Sf:ACE 1 2` 1" lli�TL„ti (sMECr �} A"4,1 r`'+e )" wr• f�E9-0ptY'TfA-.iAr anl. .�■Mr ..w OF fi'AAA tti w1LD84 A IN,6T a., PX - _ T ii tY A / ' A IMf.TFDt AlSa. �w As a m 1,-If1 r ai x sHm A& 2 11/1W � TO GIAS3. �M14 O MSr O 'EVERY OVERLAP r .- I S /4" M S ■/ 14 1 4'N FANELUME FEUNT Z - PAIIUAATE Puz W/ ' 2 7/ WaFF ' �4•IMORE ''o. Din IA 6EL.GV•D PE77EiSW"L110HQ 1 ac. 1/4 s SaArms " e aC, W/ { 2'SnH• _TLAC i t//2j Mln. IWFADfi1 PEIEMWO N 0 NN'A37iR OF PLATE AT 5'B 199 2MG OR ALtTE fEOLMREO FIAT m am HIDE 2O 14-10 PAHHHAIE FRLDS W a 12/Ill WALL ilC1IlNTING lLxo,MreiE[RATNOM ffAmmm WALL MOifNTING �, � RED ALT�I''W SCALE Ij4~-T ALTER SCAL tt/4".1' .: . I. NSTA LA- ARE OldY WHAO FOR BUILDINGS *TM AS.O. Dill LQVS- up 10 + .0, -7e.3 pee mo PMII3.'S LEmm UP M 2. COLT WK W+;01) FRAME 0CNSTWJCn0N, WOOD MEMARS TD IA SOUTHERN PM N. 4 W/ SPEWX DERSLTY OF 0.55 OR EWAL gi .LS PANEL re OONHECL�'TW �3 '(�A�BOT�iB. t'WAN . I000 OR 2000 iNSIA1LATKDN TYPE ON - knxmw_. N[)IF ,-IMF. aAY!lmsis, AL72HAM TOP # BOTTOM MDUNRMOS as BE COMB24W N AfA CONDITION 10 WA ER WOOD ERAME & AHCHOR LOCATM WARY TO '.TAT AW NSTAlALCN. som-- 1/#' . I' NOTE : SHJTFER TRACKS NOT SHIM MR CLARTY 5LKw. 0 r O.C. M/ . 114REACED PE NEINADDON 4'6-26:.5{4' M.S r h t3 . 71S"3av MNMWO rOc eIrkEND OF ' (SEE RETAL i/24 k NNUU�r i j I !J 4 �d / a" DO CIXS9. S/ 2 Af16' ILL 7 �'/ 1B I .MIS' OVO W - ' EVEKY t_Y.D{LW i I .. d 9 e 1/4'0-20.3/4' MS- ..4 If i }-3•20w0/4' M.S. L NUr7CR•1'�W2CIwi,14' 1I4" gMwf 1.250 NCR€ 'y MO (St7•: T -7jp 1h ~20 "NOT£ 1A END - @ 1 4Y�iYAr3�4' AILS. W/ 7/e"/x3J32' cast HEST 9 12' OS. ;4 P Ll ScAm Y f O-Q w/ - - - T/4'. TAG SCRENS 6+ 6' O_s� W// 1 t * MIn. LINEIDUD P€NETR�R7N wn. {2%D. 2" re ' I. Ei1(-w--. F€HEiRAi10R MDOO MATE REtHi a " MYYAIOTIH OF KAiE LWL 2`x4' VX= +TAT OR ON EW PLATE KQMrD FLAT A, @ll[LD-TAUT MqyKnKG. INSTALLATION FLOOR_ TEA CEILING_ OjI�UN_TING A r�A� { A'W SOME T} TSTkI I ATI �Faa I AIIERNA'[(VE 3/'W ��iE 1 J4 1 '�4VM4444 HN h.11x N/ 6._ FLORIDA IN ALDING CODE (Rf,3h }Ve16eAtY HuYrlcan N N C/) (U O O Q O IU N (All N =0 0 �- � 0 O LL CU O O > .� E (D 0 Cn V) W ICU Uj = Q Z Z Q J d SHEET NO. SH 1. 3 I r. - GENERAL tlbfi _ iN9LL,!1 FOR 11101111M- RIM F ELA71� !� BUM (C) TO � WTI (Ylt_ �•'`_ CBZarmv fi : 6-� 1!WN.S; { I. :FORM PANEL SHOWN ON THIS 1 tiCT EkSY.VATKRi DOCUMENT (PIA) HAS BEEN VERIFIED FOR OdMtl}L� IN ACCORDANCE , - 1/4`0 TAPCM AfCH4R% AS MANUFACTURED BY LT.W. BULDEX. INC. WITH THE 204 (5th EDITION) OF THE FLORIDA G OOOE„ THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - f 14--10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EL CO C - N PRODUCTS VELOCRY` ZONES (Mi;AMY--NODE / SROWARD UNTIES). _ 1/40 LAN SCREWS PER N:O.S. DESIGN WIND LOADS cuu Y BE DETFIiMINLED AS PER SECTION 1800 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/I8 f x 5/8' WOOD BUSHING,. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECiA1.7Y CO< SPEED AS REQUIRED 8Y THE JURISDICTION WHERE STOMWA PANEL- MR A. DIRE •11K.L 6E RNSTALLED, AND CT1F3dNAt,RY FACTOR KD-0.85 USING ASCE 7--10 AND SHALL NO EXCEED THE MkMWIA AS - ( .D.) PRESSURE RATINGS INDICATE ON � - C,1) t�FGMI«Y THREADED PENETRATION INTO WOW OF TAPCOTN ANCHORS SHALL BE 1 1/2' AJNra 2' FOR ELCO PANELMATE PLUS 3, 9 THRU 12 & 17, 1& AND PAHELAtALE FEMALE ID. INONiI1ETI TO VEfQRY THE ABOVE OONEMiKTN1. ULTIMATE DESIGN WIND LOADS DETERMINED PERASCF 7-•10 SFLALL. BE PIT:ri' REDUCED TO A.&D, =DESIGN R471W BY - "11PLYAVG THEM 1W PRESSURE M1,I, BY O.B ORDER TO COMPARE THESE W/ MAX. (AS.O.) C MINIMUM IT 1 *. ,2) N9YLJIyM PENETRATION OF LAG SCREW: INTO THE WOOD FRAME UN SHNALJ.. BE 1 /2 NO DESIGN PRESSURE RATINGS INDICATED ON SHEETS S. 9 THRU 12 NB 17, 1& PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. 10 ORDER TO VERIFY THAT ANCHORS ON THIS P44 AS T`ES £13 WOW MOT 04ER SF 3, A 33% IWt;R£ASE IN ALLOWABLE STRESS FOR WIND LOADS W IN THEIR ANALYSIS, F AS USED FASTENERS SPACING TO WORD BYES BEEN MERMINED IN C.3) MINIMUM EDGE OISTANCN£ OF LAG ..WS. INTO VVfX'ID SaiAL.L. BE AS INEAOA'I'rA IN THIS DRAWING ACCORDANCE WITH N.E€.:s 2012. STORMPANEL'S ADE 4LLACY FOR IMPACT AND WIND R£SLSTANC£ HAS BEEN VQbR IN ACCORDANCE S N €D ACC E WITH F`CTtfNN i E+D9..2 OF C.4 IALHN PENETRATION OF WOOD SUSPNING SHALL BE 5 8 , 1 /4' r-20 CREWS USED 1 i 2' : MMN £TNETPATLO S SNMiLI L MINIMUM / / THE ABOVE MENTIONEDTEST CP'OULD CODE AS PER AIME'N LAB SOUTH FLORIDAFtORIA+, REPORTS �r1Bt#,OI•-Ot AND 19,4Y,2--O9, AS -.12--0 S'TUCC C - MINIMUM FOR WALLS' WITH NO STUCCO, EXIST. AND T PER STANDARDS, AND- SSFD Nk AM E 33O-L'Y2 ST AMNF.RICA1 TT:s'FINO LAB 9LIL07TI FLORIDAFLiRNOA Tom' 4 1 123.01 OAS PER _ _ GAIT TAS 2O3 PRL71• AS PER CALCULATIONS R W - CMCOLS, AND PERFORMED IN SECTION 1 THE:. [ 80{ C.5 IN CASE T 1 CJ1SF PAIN SRNCCO fN7 WOOD BOARDS 1E FfluWD ON Tli£ EiL�INFNi THAT PRECAST PIRF iA9NNICRFiE E15 ) S1iM,", FLORIDA20I FT.TBUF.ONNO CODE WALL, ANCHORS SHMaALL. BE LONG ENOUGH TO REACH THE MAIN ;s•TRUCTURE MIND SUCH PANl75, IWCHORATE SHTAIS. BE AS MENTIONED IN C.i), C.2) de. C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 9053 --%8 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED), SEE STET 2 () SD ANCHORS HALL BE INSTALLED FOLLOWING ALL OF THE. 1EOOMIAE ATaONN`i AND SPECIFICATIONS ATI S OF THE ANCHORS MANUFA.OTURER ''.... 3. ALL ALUMOKAM SET MET - � HALVE 1 - 1 - AL USED AT CN- 3 H-4 ALLOY C�` 8. PANELS MAY B£ ISTALED HORZMNTAJY FOLLOWING P5TALLA1'ON UEFA<S # ON SECTION t 1TROLGH T {SH S + 4. ALL SIiEl SHEET METAL PANELS SEAIL HAVE STRUCTURAL QUALITY STEEL. AM A-953 GRADF 80 MINIMUM. 0-60 GALVANIZED THROUGH 5) EXCPT THAT HEADERSO *15 SHALT.. NOT HE USED STEEL DM4NATTCMN W/FY- 92.2 kaH (AFTER ROLLED). B, IT SHALL BE THE NESPONSNF3ILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE c WHERE SHUTTER Tti5 TO IT£ 5, ALL SCREWS TO STAINLESS STEEL 344 OR3f13 AMSER{Ea" 6R ada3EiNOSI{1N RESISTANT COATED CARBON STEEL AS PER DINT ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUT4'� SHALL ONLY ATTACHED iQ BLOCK OR WOOD FRAME BUILDINGS.. 50018 W/ 50 W LLD STRENGTH AND 90 Mai TENSILE STRENGTH NO SHALL COMPLY W/ FLORIDA WLDING CODE SECTION 2411.3.3,4_ - i , CU 3W O F.7�N R£ TAR STORM P irihSi• 90 AS PER SECT 1 § 5r 6 AND ALT£1NNA'T1VE iW aF 4W ON PANEL WITH LENGTHS . 2, , 5_ BOL TO ASTY -- -. £R AYSI T ;° B£ A 3O7 C*ALVANLiM 304 SF�1ES S-iWN WITH'.. 3& MINIMUM STRENGTH. LESS STE:€L. t� Lau YIELD STRE'N4T6•I SHEETS 4 5 6 8: 7 Y- SHALL HAVE. A LEYIBLE AND READILY WAKE - �)CTTN OWNER OR TENANT 10.. i'MLFNE PANELS W`T,i APPLICABLE REINFORCEMENT SIG PERIODS OF HURRICANE WARNING, 7, ANCHORS TO WALL SHALL BE AS FOLD; I1. THE INSTALLATION CAL'- : SHUT - `T EDGES WHIM REMAIN IN CONTINUOUS "gHTAUs'F WITH NNSTALLATIO CONTRACTOR IS TO SEAL/ LK Al) LLTTEh ONNTTNU (A) TO €10SIBlG FYt1.LFLETI OAF [E: THE BUILDING TO PREVENT WIND RAIN .. / / AN{YI�IS t5 MANUFACTURED B1-OEx.9.(MnNe 39,) 1e. STORM NABET_ aI5TAL1A7TCRSHALL COMPLY iF3F£G INDICATED B'tS PLUS ANY eUYLOtPG. ANDZONING 11E'pJLATK?F. 1. 4' • x 7 W CALK -IN ANCHORS, AS MANUFACTURED ( / t;t10R5, BY POWERS fASTFEITS LANE. PROVIDED BY THE JURISDICTION :.. PERMIT TO- 517�T�NN WHERE APPLIED , - /4'0 x Ve SOU -SET ANCHORS, A5 DW78KM BY ALL POW SCREW, SOLT & SPE(*LIY 00. MMirI. f'c-3000 ps,F,) 13. (d) THIS PRODUCT EVALUATION TIOH DOCUMENT' (P.F>.E�, PREPARED F11' THIS ENGINF.F3i NS GENERIC A14} DOTS NOT P}R7y+71 INF01?M.4TIF9W -•- �td-1D PANE1AilMTE FTEMNAIiE I7 dI FANBI,TILAT'E Pf,US ANl2NLTRS„ 14+ MMANUFACT1aRED BY ET.C'f7 CONNSTRUO'TON PROiXdlf:15, FOR A SITE SPECIFIC PROJECT, T.Nf< WINE 'TY1E, SITE CONDITIONS DEVGITF FROM THE PF.& -- 1/4'4 ZAMAC H4LI N ANCHORS. AS MANUFACTURED BY POWER`.` FASTENERS, INC- (6) CONTRACTOR TO BE AESPONSOLE FOR THE SELECTION. PURCHASE AND 04SsT. WCO-ONG LIFE SAFETY OF THE PHODUCT &I) MINIMUM EMBEDIAENT OF TNNCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/42'; 2' FOR EWO PANELMATE: AND LAND ON THIS P,F.IJ. FRONT :HE/SHE DOES HOT DEVIATE FROM TTE CON ITION; OETA ON THIS OOC UMENT. BI ITY. ` .FAT C4N5TRucT80N SAFETY AT SITE 1S THE RESPONSIBILITY. 1 3/4* FOR IA1 C NABIH ANCHORS A<2) CALK - IN & 5 7-SET ANCHORS SHALL, BE EMBEDDED 7/8" INTO THE POURED GONCIiETZ NO EMBEDVENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED FWAUO If MOOFEM SWCO) SHALL BE . 2D �UiMJINTlsO i4 f- US''ED r,HNAtJ, RE T 4/2 ' L4NNfl MHNIMUY SHOULD STTaGCO EXIT, (d) SITE SPECIFIC PROJECTS MOLL BE PREPARED Ear A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICHWILL BECOME THE AND T" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR NJ„ THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (F-D.R.) FOR THE PROJECT AND WHO WILL LE RESPONSIBLE FOR THE BUT WITH WING NUTS, PROPER USE OF THE P,F.tT. @t01NfEE.NN OF RECORD, ACTING AS A DELEGATED EWaW£H3i TO THE F P ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC1MiAWNNLG'S OR REVIEW. 4k3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD WARDS BE MIND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG a4OUGH TO RE" THE M ON STRUCTURE BEHIND SUCH PAdN£T•S- (e) THIS PP.EJJ. SHALL. 9EW TINE DATE AND OREGWA. SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE - SHALL BE AS MENTIONED IN A.1) AND IN A2)a ENGINEER OF RECORD T14AT PREPARED IT - (a) fill p=Tgw_j&wj= BLOCK NIA Lu C. 9 14< SEIUTigt WANUFACTU11111ft tA,BEL. SHALL BE LOGILTIED ON A I1IADrN.Y TA'91BLE LOM TRITON AT SIDE - 1/4' I TAPGON ANCHORS AS MANUFACTURED BY L T. W. BVILDEX INC, PANEL 9141LIifER N REDVM 317108Z EONE LABEL M44L BE PLACED710AZ OF THE TEOYI - 1/4' f x 7/8' CALK-*4 ANCHORS, AS MNNUFACIURED BY PAS F C FIARIMI' BUILDING. - 1/4*r X 3/4- SOLID-5EF ANCHORS. AS OISIRI" MD ITY ALL POW SOREYf, BOLT do SPECIALTY CO. - 114-10 PAMOU04ATE FEMALE 10 AND PAIV UVJE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, - Ile 0 ZAMAC WAIN ANCHORS, AS MANUFACIURM BY POWERS FAS• FE NERS, INC. B,1) MINIMUM EMBEDMENT OF TAPIXNN ANCHOR% ELCO P'ANELMMATES AND ZAIMAC MAL!IN ANCHOR, INTO THE CONCRETE '"� �,. •» N+"% FLORIDA BUILDING CODE NN?n h Vet NuNYlcono Zone) BLOCK LINT SHALL BE 1 1/4". _.. rams n raxM NMC 24 CAGE GALVANIZED STEEL, STORM PANEL en B.2) CAX-iW & SOLNJ-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONE BLOCK UNTL NO EAtBg'TJi4ENdi MNTO �, ••. '------- � STUCCO SHALL NE PERMITTED. - 1 4♦-20 SCREWS' USED SHOAL BE 1 1f2" LANE � [ MFWMNUM SFFM.D STUCCO EXLSi, AND 1' MINIMUM FOR .. ar/Ia/ra -... ° /► PR'tiTECTiON PRODUCTS, LLGw 1 I L E +C O IMC, WALLS iITTMN WD SlLOpO. -- NEE All TROT TLSYYIB' C IWAXtY fIIOI $Y. 5i BEN � ANIF FL 33314 - IVY, � 8.3) IN CASE THAT PRECAST ST NNE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD IE F[Mi!PAi ON THE AS, JL MR JCS W ,', Cyr � ., � (�,� ,.• 4t i` �'Ir�`e4 arx•.r>ux. +r!e x �_rmt aMI�. i�NT6RD-iSNy FAk 0154 u-MT 15-022 EXISTING WALL., ANCHORS SHAM � N.CRM DNOTJgN TO REACH THE >N LIEiiWalD SUCH PANELS. ANCHOR" SFMALJ. AS MENTIONED IN ELI) AND IN 8,2). •.••.,�a.Y .a� r.. YYgYI ..t ar..: �,. r.+ LxN Ikc tEa-WNAYJYY A' • INL1Tii A. 71Ltlr ,x„ N;C m am • 1 - yTLgu x dr ,5 ,4 a ' e- T"MY. 01wWQNe CONCRETE pzrw POURED CONCRETE OONCREFE � REQUIyE b « RmRm (SE as ,.j" ! ON f SHEETS Q . r.. SHEETS 9 THROUGHa) EXISTM ,ar CONCRETE OR F") WW VAX. «r momw F/� .--. `�-- - wo „ TO ! I a... EON �r s,t y « aP Mb IV Mm.•' F f GLASS ON SHEET 3) PANEL LENGTH CEr 3) I M ! a SCHEDULE '3• } . I -- ON SHEET 3) 1 PANEL LENGTH SCHEDULE tmE ScHm ON SHEET 3) r 1 M F OUP I Sir SOX 1/7/mg } _mj 1 1 _• , >TE y ,r..- r OR CONCRETEEa iflY . rr -(Sm ON ALTERNATE LEG LOCATION \Z/ OR CONCRETE BLOCK . CRETIE ANCHORSEE sy "MiLe ON rra-ar -r a SHEETSR 4. A. :T f I ! MO4 cIIIEI 06 .0 }1!L i SECTION '•,1 :. }Mlt _ . #" }If .. DIRECT 1TlaAi_ I MI a •4µiHMII4Id•1� t1 _ III. 131:1-L,.:f: ,:•nT�;' .y ax a 1VAr/ f uxl as x A -L' lim PANEL L.EN (SEE SCH" ON SHEET SCM OF `L' MAX O 12 1/2- O-C. ,P WOW REOUFTE"O Holm TOP & T3t}TTCId MOUNTINGS CAN L 1. INSTALLATION ARE ONLY VALUD FOR MAX, A.S.D. DESIGN PRESSURE RATING (Ps,f) AND PANEL.., LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ONSHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION; VW= MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ODISITY OF 055 Oft EQUAL SEPARAPON TO SCFLF<DULE ON £ OF ~L:' I ,y BUILD OUT i40UNTING ALTERNATIVE NNW SCALE 3/8-1- . FLORIDA BUILDING CODE ililon High VeIoM Hurricane 1e `s rears n amY4 24 GAGA GALVANIZED STEM SIORM PANEL o 4, —0.... Drew Mr: o1A'aa/,a \ �}'%:1 .1 L B C cLnBAL. PROTECTION PRODUCTS. LLCw 4M S,M, 61 8SIM „, #5-D2 2 '•e�s FMLGT F93TON ! EAKINNEEMM COM MMY € .^ `C' '4 +is. Jrw sN, Nr . LaxYEM rA JetDAWL a •P,�NiI7A ..°���� N�r,�� -rar FL 3.1714 r+FLowE: CIs+1aMn-re4e.rue (Ms4)e�H-exs7 wet"-- FF-oaaa9ls roc 4R raw .PA Pt _S ASTORM -. - . (SCE 1/2-1') - - 1&lw (TOTAL - _2:l ' - 12,500- (£FF£CRYD 11 '$8 _ CL ,250 :750, S.& SM� .37 ANIX.E a LT L, s .r s 2 I2 i .1 NM , �- TAB. � » a i . TXi -� 1. .1 1.3QD' ,D• twa BE RVARSEA, 1 ' s' OAZH MRN. 7LMCK 3.3iI Ad" l: d ed ercv, .: 1.rrs"� e. 0e4" 1 '�" �HEW 2.123 � g . ,tom' DEFAA A -�.gL .as€ 1. .375 ,) I _ m.J PANELS *S ALL BE INST&LED ALWKMs 2 8'7" FROM LT:FT TO W49 W/ 1/2' LEc AT E AT LEFT SIDE OF PANEL s AA - - - - H i•iEAE'3IrR F" „ANC4LE WITH STUQ T �Fi €'Fi1 0024(MErt.) ANEL #r/ - 1N. 70` GAILVARM STEEL y''a �,.�' •i33 0-270' N A 3i5'. 4 M.I25' - N 70 t'° R D IL.. 957 p : CM'H£R ii s`N4OS OF PA;YNEL END LIP a I W HEY. - (N_T,S) .3'i�a' T37, IdTICMN 3. ' 2> 1 T" ,cog® 5 KBE WAStI£I EDGE PANTY 1 or') - 3105-H154 ALUM, y - RAM <072 -. 2.1 4` -_.. 125' i<250' SLEW' 1_A�" *' .� 1^ N.�AI�Y�JIF�G�k 3,7 2<O€i15" I. taa�a° 2 s >! . r i M HEA!?ER 8 U HEADER IA ) _ -.-.-. -i MIN. TO 5 fMaNl- -_ I SLEEVE i" 'W - iOAMU i i "Yd- �C1d�K i PANEL BANGER -^�.,.Dw. " m T (USE ONLY FOR E- FLANNEL _470' ,2iS'' •YR�i. .,,°,Ilaw%# fiTi / -:. SYSTEM) 3-15 ALUM; AUDY .923' - IN. r Ow A� 1. 1" SOL DNS -=s 2' YIN. <204` BUILD -OUT allIM-1 -r RACK & � Q1JNQNUT Y� CONCRETE. ANCHORS (SEE Sf7Imta OR SHEETS 9 rAROi" CUNCI�HEORc.QUR€'d-I �"` v ` OWORE1F AIRS SHEETS 9 THROUGH 10) SCALE'. ve-f, = ObACRETE ANCHORS (SEE SCHEDULE ON SHEETS. 9 iRROUGH PAtID.. LENGTH SCHEDU ON S7-%ET 3) ExL5"PN,,.M GL3L5S L_ €L WHO fE ANCHORS -. (SEE SCFSDUIE ON EWE OF WALL %Ii SUZ SHEETS9 THROUGH TO) {ALIT, cau-m) FOR -UMULO&TIM OF SE ,w i 4 COMBINED IN ANY WAY TO j , rNFm , v'NATE CONCRETE QRS LOCATION Tr.9 9 TIRE OR TS 7HiKiU4NN III)OR come Pmfim � CONCRETE BLOCK TI°.OUIO. LOCO LEG COHERE ANCHORS s' CH � RELN.I1Fi i �...I"4k xI•Ju 1/2"OR � tf!• r xN #Uri• d.L;, - T ,- L fj_#'1w2NRt' FD I f A, '/ ' i PANEL LRI.TH �Sm Sow -lux M fin. SEYARA710M k N { 7 } ON SL#`L 3 Fr I { TO OLASSa H ON SHEETS TO G'I S• LE ON I 1/as-'aE l _ q S,S Was x : j (SEE SCHEDULE I ON SHM 3) � I sjA'+r-mat' 9 fly -_ �' W SPACER TIE 1 r - x� _. x3 i-4"N PA EI. LENGTH T LO I lF1Y711 bye T••e'7 SEM, 'aSCH (aXd SMLE.E 1 I I 1 7 OF T L -.1,7 14s1 SS r,Ix a't N� 4 0j21 MI�Nr a L,fflG 6 N ANp'1i'4LS �r` (SEE SCHEDULE ON ! - SETS 9 TWOOLW 10 .. / � J _ - ) 2 i S' Low M m. AdAiM mum ` ' TC CONCRETE SF 0 6 1[,t O.POLRED C- VA�Li -XESIGN L0 PANEL ENE � PoDRE# CAONL"RLiE : LENGTHSAL PER HE r OR CONCRETE E%,fX=K L'NSLIFtECs.. 1" MAX LONG ALUMINUM SPACERS 0 t/Z` TABLE 12 04. {S€E #1 ON SHEETS 9 & 103 WALL MUM ZOIREQ1 MOUNT X PACM5 1199 -.i� 11 •. MAXIMUM PANEL LCI"TOTFI L+- DR "L-' (ff.) D YAR9Nf3M AS.O< CONCRETE aI WYJGiO PRESSURE RATING INSTALLATIONS t f to ) ) L+ t 'Kk0 1". tz--O•.. 40,0 #SO mt• 55 to 6mo 0'-;"' -. 8' 3" B=-O` 7'-7- 70i.17 e O r 2w - 0._r* ss,v 9ft.6 7'-tT' -�5 s' ' 8.s..0 Imo N050 1-1. S-e TYO,O •• 5 =7' Tt3a0 _ 5,-6- I aRS 9'-s' M& Lpma LWAND GORRESEDRO1FMs` 2/4 �/A. 3%4, 4/5. 5/5 & &/5 , Iw/S, W/6, SW/7 & W/7 RE :CONCH; -- - -K iM tl� 3" 1MAx ACHM (SEE SCHEDULE ON 3' MAX USA A EMELS111) iT EACH it) f WIN.Fes �, Io aril) - 1w D WITHTRACKS - Aw NI"k -.- 6 ntpcl":F IbL€MRFTJ Al EiA`H Fes* MAXIMUM N PANEL LENGTH MAASi" A.S,O. OESKM P Rkv4 x.N, 3• - - N:ONC>fiEtlm At WOOD W&LATOW t G+ I L- J0.0 M.0 W-6, a=era' to,-r _ 91--a'_ 40.0 cs nn 9`-9~ S=Y` 9"-2' 8' -i' 50.0 mo 5A•0 7-- 1' 71- r i0.0 75:0 7-2' - Ma 904 95.0 TWO 10510 B =,T" t 5 =7- 1100 y. y`. 11 trge a s" f a r Eel S}» ., yy } 2*x4" WOOD _ #SLATE REwtFt Ts AJNIaiCNLS [ 3T 11r/ STUD SCHEDULE ON 11 i.sHEET 11) O WALL IN40UNTINO ALTERNATIVE IN SCALE -l' tim e ca1LeNLAiKTN OF mTT ul TOP & BOTTOM MOLDS CAT+[ BE COYEMNED IN ANY WAY TO SUMT ANY INSTALLATION. a R222my-Tiara • a 11 5m1fl Iml a 01mw1w W.. Ir'll - J. - a REGULAR STORM PANEL Norm (IT L4'_ MAMIAW ALLONOLE PANEL U041MM FOR A GIVEN POSITIVE &S.M P%Kw Law+ Lss. MIA51. wE'GAM3NTc". : 1J3Mr. PANTO 1TJ90TH TYSR A CI'x1±M A.Y37. OE'iI±H 1 OVEN A P09TK A.S;O. DESIGN LOAD. DUCAWK WAMUM P'AHL LENGTH 'L+' FROM{ SCHEMALL GRAN' A NECA'NNi#'. AAA DESIGN LOW, DICROWNE AINOR PANEL LENGTH "L-- RION SCHEDkU, FINAL MEArtA ALIL� PANEL LOCIN IS WIN TO THE MMM OFTEMMED ftmm. LENGTH BETWEEN 14� AM ) S :: ROOM FOR We PANEL LENGTH Fri POROSITY oukrrATIML ° Lt aAU.AtMM INTD WOW ARE UNITED TO z 95 E MAX A..SJL DESIGN PRESSURE RATING MAX AS,.O. D10N LOADS k MAX, PAJNLI L000T11S FOR - a11Ew L4 ISsm FLOG GU NG (Ron N1gh Volocdy Hunloane 2ona rJoNs #aaNxo m 24 CAM GALVANIZE() STEEL. STORM PANELOMAN ar. c _ 1LEC V JN,c. GLOBAL PROTECTION PRDDWM LLC. o nuir msym & W.L ST SIAW tI `wx xMz J ws a A. Jai umm M 15-022 Alta A.. f.H-d906TM9 we}Ir wl�Mss sn MlmedrY� r - t LwM1kMlG N. P #IK#YN A ltifl dr.,f r u9 u#A } ". •, p�iT 3 9F 5(L HEW a" a N/4' &L r MAWPANEL AYrt { LA i�il - ON SHEET 11MRi v 1 TWAX ED I . .,1OF ii IM I } x . ON !.. • :a PANEL LENGTH :a •-« ]r ON J) PLUS (SEE SCHEDULE ON SHEET it) . x t.. y SCHEDULE_ ON SHEET 3' •raD SPACER I , DIRECT MOUNT Wj _. EJL' , .. I 'wed SCALE sA-1, IM1 Oz, SEE TABLE tl ON SHIEET IT FdR3 a... Eb S1 W - SOLID / 1 L: ( ON I' MIL SE1MRA110HN TO MINIMS& INDICATED SHEET 11) ON SHEET 3 MAY BE Tim 10 1/4' "". As LONG AS THE . fl k ARE 'MILLI: "x4* VOW PIKE REQUIRED (1) MAIWAAM A5O ON PRESWRE (2) MMAI STORM PANFL. LEE#9H 6 72. 3) STORM mm owmimm is ONLY WALL NIQRMA j��ry��(( ( INTO ANAN�DOMING WOOD FRAME *ALL syV WALLAMION VALID ONLY FOR WIND >L 3r - (4) Z 2 N PER AMU E SCALE *�t FLORIDA BUILDING CODE (Mon H•LGIm Valudly NU no Z ma) 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. � � � rh,NS rta4a rc 24 GAGE GAIYAJN D STET L STORM PANEL c� Qt_5i;N PREMIRE RATING (P.0) AND P94M LENGTHS � 1 of, AS PER SCHEDULES ON SHEET a (EXCEPT Pc.tz PROD PROTECTION � ALTERNATE 2W') i. IFEc. PROTECTIONPROTECTIONUCTS.} LLCw ° . # 2, FOR NEW WOOD FRAME CONSTRUCTFONN: WOOD x iwraet T ».,»Rio,,AMAr = (Jma a# seer A+a te: (ass rwal FA L, (MiW10-SM7 f 5-fI22 MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC M4 . DENS11'f OF O. S T EQUAL AAA > x. Ns �A _ - am 4 aF rr A , , U cn N N 2 c— � L N Q U ^^O 1..1. cm U W W q N U O q U O L 0 L.L — ''^^ a cu O VJ - �, E OL cn W L U }t 0- 4�/� cu -0.— cn E E MNAk. AS,O.-. MAXNMUM moon SPACING FOR MINI co. PER BBB.OIM" '. MAINAAV MAX, A..5.0,MIVBMUM ANCHORS SPADIWC' FOR MIN AD. PER SCHEDULE 01 Y �' 1MAXwM PANEP TAF'COWN SOLID- T P ZAMAC•^IWiLttN CALK -IN A ENGT DESIGN PAt�F1. -- '� LENGTH Pi7E.SSUR£ TAPCOiN SOLID -SET P' P zQLAC:'NA4RN OAJG-'IN '�, L'04 W I z:�' ,1v 2 '3-75 Y air AL 0k__\ RATING -1cp ae nr w Td . �, �� �' RATING � � it WH PLUS � () �i _ ANXE WN 1/4 x 1 3/4' (P.�,.t,)CON NE - c1F rr M dNl) (P 3-} cMI MAD n D 2a2 w w w >f w w ~ ii 1'2 1 CNP / 1 a i i. t 73 13"' 73 N3 i3 i3 3' 3 / (T ) I" f3 13 13 L"T�) 3 a i3- 1 ' 13~ 13' i3" 13' 43" rR- r3' 13' 93' 3 FI'iIK1LT7 ATE, - *'" it i 1 x' 13 13 / (BOTTOM) NI,OCNC OR ^axe` iN100 FF,aNE PCI,4 I i T/45A , 1 3/s• arr.�arL '. -_ _ W 2 a/2- 13 t3~ 13' 13 13' r3` 13' i3' I3' 13' 33' 13* ( 1.. T3* 13' 13* 3 f mLa 1I UR AYIlNOiT r 11 o.C. �.. _ .. !3" 13* 13' r3' t3' I3' 43' i3r --- 13' 13' i3' 13" 2 t70!P) i3- 13` 13" 13* T3 13' 13' 13" 13' 13' 13* it 1/ 2 _ .., 21x4WOOER FRNNE ; L "� YNtF Y14ML ^ w " *.. E:. - -* �° _ 11 1 2 MM. - .._»CAP] 13' I3* 13, : is, I3' 13 to iZ. 13 i3 13 13 13 2 ( ) 13 i3* 13' i3 13 13� T3 T3 .3 T3` 13" % (NdNNiTD ) ,M �...�.. 1/ ✓r_ -- -- - -_ ., a- - - '-.-_-." '-- w -' 13' 13` i3' it TI 1 3 i ) .. 13' i3` �13'' Ir 1 iS` t3" 13` 13' r3 r3 3 {T5#') 13 M3 i31 i3 t3 i3 a3 w�.•„�+` 5 —67 - . w taAxt3•M a M> C1Ai ' AILS E UMWE LEG rrwAnm •• i2 1/2 22 T/2 8 i/# S 1/4 iZ #/af 12 1/2 - - S 4/4 $ 1/4 3 (9aY1TTOM) . OR T2 i/2 T2 i S ,/4 a 'L/4 2: L/2 2 [ , LESS MIn +% 12' d-C. I 2* x 4' x .056• Yb._<.. m.._.,.,.._ LESS Lav< L -ice `YARDS� �A °1�I" e~ �' sw �' s" s' � e' a' i 1}2' s (ice} 9" � i/a' A' s' e' a 1/z �" } i/a* s' s" a` s' y (aOP) T Mx `31a5- R ;-•iE�F r... �7� 9" - -- e" - 8' - a' '- 8• _ g.... - - (BOTTOM) 9' _ - a' �.. $w -, s' - e .... $' ^^, 4-([ 1f'DY) cu SAL. MIML WNT RATE BLOCK OR 2k4` WOM FR,ANE i3* 13* 13' 13` T3' 13' 13' 13' 13"-..-.13' 13* 13' 5 CW) f3* I3* t3' 13" 13* -_-t3` IV - 13' I3' 13' 137 IT 1/2 5 (T ) -.-. -. - -. 3%69-1914 CAN'T-'- 2, r 2. - � L �•} 93'--- ,3" _- -_ H3" - t3' I.'e' --.- 13, 13, 1:iw Ir Ir 13w r.$'- 5 (8017flM) r3` 13' t3" 13` L3' r3` i3" T3' 1'.S' 13" 13' 11 1/2- 5 (BD7IY}It) 6lOWNT, N:LGSN -.rt. ....G I 4�.._ :~ z .. x_ ~' -.. g - ~ 6 L3' : '1S t3' i.3' t3` N3' 13' 13': r3• _.13` t,'S* t IJ2.. (TOP) o C9MR ALLML AAILI.E .... Rex / n 13 i3 €3 13, 13, 1. 15"-_. 13 13 13 T3 73 (TOP) -- S- ®_�......:.. }ra ar« ,rwl IN = uAP N°41 -45 - - 6 r 4•* 6 1}4~ B 1/4"' I Ile .. - �. - _ B 1/4' 6 4/4,. 6 Marc") +45. -45 - - - S t,t'4~ 6 i/V' 11/4' Ni 4/#` -- � .-- '•- 8 I,/4'` 6 1/#' Fi $FA3'P'�. } r 12' L1.L;. 3i ,U i- OR -,1!A ALLOY Liss i3 .. 5' _ _-- 13' O I 13' 7" i3" 7' T 1/� 5 I/i 13' # ice' t (TL'M') # , -•''63 13, - B' 13* 13, L3• S I/V' i/2• B tf2' LS' 3 L/2' 1 7I"5') 131 7* I:r Ir 13' i 1/2 1,r 9 1/2 10 1/2 7 1/2 13• I' :I (amTON) 13, 7 1/2' 13• Ir r3` To, 13" ICY' ii' 8' T3- Es 1/2' 1 (B4'd1Tg ) CAN Ij� gA� `� J��.r. �/ g CASE - a ry 7 13` 5• -T3' 10 1/2 L3"' 7' 13' r 7 N/2. 5 1/2 t3• 4 1/2*.2 (TOP) 13` I' 13* Is* 13* $ 1/2` 13, a 1/2'' 9 Ip`- I `. /2* I3" 5 r/2' 2 (TOP) cn E"f�J•{I\- - l.. E!` CAS V ----. �.I�L�� IS' r it i3• iS* 9 1/2 IS~ 9 172 10 1/2 7 rf2 IS' 8 1/2'' 2 DIOTIOM) 13' 7 I/Z i3' p3".- 13` 10" r3'. '@0• lr' 8` '63" 8 1/2' :2 (BOTTOM) CASE A fiPLAN'—� -'..,.• : �4'>-i'" SCµE 4 /4.'=I" `::NNE t,�d"�-1• i3` 7" t3" 13^ 13" 9 i/2 a3` I..ifx i9 Lj2 7 1/2 13• 6 i/2•' 5 ) - 13` 7 I!Z I3' t3' r %• UNIT' - t3' ttf` r1' 8"' i3".. 6 '/2'. (Tom, SCENIC 1/4 1 1/ / - a5-61 y - -I I/2' `2 T/2 Ta 1/4" S i/A' 2 i/2'..G 1/4' - _ G a/#' 11,l4':3 (BOTTOM) TO ^•° _ - T2 1/2' T2 1/2 11J4" 6 1/4" 2 I/�'IT2 T •" _ -- - b 1/4' S r/4' '.. (Ei(TFTL%N} TO 7' 3' B' S T7` 3 1/ 9' -4 4 1/2' 3' - 1#°+'" 7 i/" - -.M Yw < • fi f/�a' 3` 4 (roP)- _.__ , 8^. 8` §V. 5 1/r° `7 1/2* - 4 (IICTTOM9) 8'2 3' 8� -.8- &' {- 8 4" 5 t/x* -- 7 1/2' w (BDTIT3MT) OR >*f _ OR 13.00 PNN_Lt40k 43" 7'" r3" 13` 9 t/2' 73~ 9 r/e r0 1/21 T I-Ir. is, I• *s Vop) 43 $ I f2" 13 i1` i3` rD 13' iSY" it 3 1. 1S•' I tj'2' (RIP) F'6fk1F$a i#LMA AT Ti£xUd.E Id AYlS .°'° - t - . �Ej TOP. BOTIOM OR) T'�•`_ 7'" 13• i... 13•.. S i:,c i3" 9 D/2` iCl i,,7 .7 1f2~ tr S 1/2. S ( sij. r3* $ i/2` 13" 13' 13* ,G* I3* 107 IN' B' i3` 11/2"" 8 (BDiTWJ) B a 2' ss fFaP) 4 N I3 ¢ i3 L3* .� l2 f a ,_ 2 s i �' i 1.SX ; 11F � ON SNEiT3 t0 12 i' � 1.3 7' 3 /`2 - (>�) FR x# i3~ L r --.-- (MIL` •- P BEYOND2'xA LriA1+'.',F "I �,1 - _ y----. -- 6 1/4" & 1/1• 8 r/4'.. 5 i[4' _ _ - - y 8 tfl' I t/4*: $ (EM3iF,.a - ... - $ t f$"_ II_.f%4' 8 i/4~. I I/4~ ., _._.® 6 krt' / " (BOTT As �' NO x 11) M" B 1 4 I OR r14* WOW FPAW -.. _. Vim' E .•'..®„�` �'t✓ 6✓ HiS1R Y•lAt' Fis�tNOEi FARAI.L�EiL - -.. _-MAXWA PIER. BnVIS' 4t/ AWGiOREG FTNSkR' 5' MOW, 1Jll 1,"4L _ WVM CM LSO PA:py.;I,) SBE SW I FOR TYPE A: SPAC164 FOR *WAiLAi[QiM WM WOOD M14iE BULB 115.D.. DESIGN LEAD a mm:sm aa}.: -.... r w i SPAND WWM WX WAND ARE 1M4LICATE0 ON INNS SM MR E.G. X �' B.O. LMSi`AHNE """` .,k r rfMAN £ ',✓EEL R �r BY i VfW. SPACING SHOW £ffiN 40 PSF OR I.E" fa'-•i5" IIIIe EEEi• SO4FF7 U BY THE FQUJAfm FA:T0A5, MR THIS OPERAT3oW TO L� 9LE, 1iE041I.ED SPFA#LGcu CAEw • SMALL No BL: LESS THAW M M SPADING INOKWIM IM EACH AW TYPE > 40 Ia$F TO 50 PSLi"-2" /'� ■ ■ ■ ajsr-2A 5s. A�,B 114"s t/4 i aj.S`r 1. 4`! - 1,T4's 1/4^r SCALE 1/4'-1' AND" TYPE �.. PSF TO 60 PSF 5"--10- VAaE FOR DIRECT MOUNT INSTALLATION ONLY & III 80R?T � uWAIN r�'IAM.:it +a . MINIMUMAAA W4 (") 3 3 3 3 2 1/r 2 1/2 A MAD(, PANEL. LENGTHS ARE TINY VALID FOR INSTALLATIONS LL NOTIFIED PANEL INST'AI.AnON AT WALLS W/ ' = SURFACE LEVEL VARATIONS WITHIN 3/4~ ¢s) 3 s If$• S` 3 3 IfJ` a , :Y/ SOLID SET' ANCHORS +TM W/ FACER AT 12 I/2" D.C. Mt�t oeaANraLEaT s 11/Y 3 r a Ij2 a +/z' 4 �+ + FLORIDA BUILDING CODE Mon HI h Valoai HWPTLOdne Zdney Q //a�♦ : A• ., _ *• +.".» FLORIDA BUILDING CODE Nun FI. 1`1 VeI ... Hu#`FTcc+rTAstaLe) Ai'IT3Mt. . OMFNC€ (ET1.) FACTOR ' «• 3 tw!'LSC (PLAN) SE �, t ',.., rows morm w- r,A,N., -- - 1 1/2* - _.. &At _ - w y � Fes. rears 4a 24 GALVAI D 'STEEL" STORM PANEL drwilL eT SCALE 1, t '1t`AtE i/4- N" rAL r ' 24 OACd GALVANIZED STEEL SE!>R!i FANI'L WAaal NTr 2 f a.aL asa ..- d.Io _ Z art. zLYa r , Nwrwl�.rw""� _ GLOBAL. PROTECTION PRODUCTS, Mr. I G E C d 1EEa. GLOBAL. PROTECTION FRODUCTS, LLC. E a da III ,m i aD ��� �: 0 EtlM:. 4Nmo &VI ar Si'IL£I"' -.. 3 1 - `' '. -N' + aalu7 YE3TlMi t CNM4@ Alrl' 4W SOW. as SPITT Q r TN3aNro r - €. f}[A5i I s < aM,L Ft., =4 "�. MAL FL 3+",it4 r 1 AaeB Mra 3w sA 191lIPlF N� i71 s TEA-D22 _I ' '�` v aAr_,a+a . ar ,'"'�"Lo+r#srN I'r+OwA f>�)III-•eels, rAra Eaa4)eea^aasT '';:-�'f` ', ET � " �' aw.• x p�+ars+-.}er . ,Y., p� sn. larr rNz�s (954)aaa.",sts. rAx� taa4}asa-eaaa T S,,.D2 � L7NLY VAi.LD i+A FAN "� 9 LFcaLT9< T 'I �IM,X. /1.S�EL .��` ' ' `� S Anwr a exrAa"s 0. m Iuu.. aat w.a m®, +� ILL L� MA#X Fti3. �N iTt lS`SELH. »r,I 1i mis awwARU MIa Ar;•• 'it wN.aTNNa '1k',eAY`.M A,.I - LW, 44157 I Law •salty' : .. FA'L7' a C4' 1e.-- - - A t `ti- W4m A. n�c T, P-C' m _ SWIFT 9 OF tI SHEET NO. SH 1A ! __-.I7. lh 1111 ,11 IllIN 1, 11 i,L: I!1::11 I I IR 11 1 1 MMx. A.S.D. DES" ti P IMXMUM ANCIM "SPA INC FOR MN ED. PER SCHEDULE BELOW._ APPLICABLE SECrOM aLE1NGTH M MAXIMUM PAN! MAX. A.SAL DESIGN PRESSURE s MAXMNUM ANCHORS SPACING FOR MIN E.D. PER S3�ltAE BELOW APPLICABLE do 'IF T11EW tAdCk1M1A,1 PANEL (L TAPO011 .BUD-•5ET PANEUKTE FEMALE ib PANELMATE PLUS ZANAC-wM CALK•-M TAP❑ON 'SOLID -SET FEMALE ID PLUS 7.4iAfirNAK.tNRATING Cr�Llt-Eltii W TO 70 7O t0 CommO m 70 T# TO to To o OONOVE O WHOM ' >+% -65 +75.0 75' 13' it' 13' 13' 13, 13` 13' 13" 13' 1Y 13" 10" A (TOP) 5OR ' +75, -75 TO +11%--118:6 13' r 13, 10 A 13" 6 1 t3' 6 1 2 7 1 2' S i/Y 73' 4 f/Y 1 OR LESS 13- 11' 13- 13- 13` 13- 13- 13" 13' I2' 13' to' 1 (BOTTOM) 13' $ 1/Y 13" A3' 13" 9- 13' 9" IV 7 1/Y is" 6' I (BOTTOM) I3" 11' 13" 13, 13, 13' 13' 13" 13' 12' _ 13` IV 2 (TOP) 13' 5' 1r 10 1/2 13' 6 1/_ 2' Jr 6 1/2' 7 1/7 S I/Y _13' 4 1j2' 2 (COP) 13' IS` 13' 73' 13' 1Y 13, 1, 3 1' 3 12' 13, 1 0 2 (BOTTOM) ) _ I 3' i` t 3' 13' f3` 9 I /2 73' 9 T 2' / 1 ❑ Z / 7 i /2 i3' 6 I 12 (WITOM) 2 C#1 13' it' 13' 13, 13' 13' 13' 13" 13' 12' Ir 10- 3 (TOP) 13' Y 13" 13' -13" 9 Ile 13- 9 1/2" 10 1/2 7 1/2' 13- 11' 3 (w) - - 2 1 - 12 11216 t/4" $ i/4' 2 1/2 12 1/2 - - 8 1/4' 6 1/4" 3 (BOTTOM) - - 12 1/2'12 t/2' 5 1/4' 6 T/4' 12 1/2 6 1/4' - - 8 7/4" 6 1/4' 3 (BD'ROM) 3' &' 1.6' 6' 6" b' $' 6 1/Y Y 6' S' 4 1/2" 4 (FOP) 7- 3' $' S 1/2' 7' 3 1/2.' 8" 4" 4 I/Y 3' 6 1/2" 2 1/2- 4 (TOP) 8' - 6' - 8" 6- 5' - 6' - (BOTTOM) 8' _.-.13, - 6 1/2' ,- w .. - e - 5 1/2' - 7" - 4 (BOTTOM) 13' 11' 13' 13' 13' 13' 13' 13' Ir t2' 13" to` 5 (TOP) 6 1/Y I3' 13' 13'..- 9' 13' 9' IV 7 1/2' 13' 8`1 5 (TOP) 13' 11" 13' 13' 13' 13, 1 t3" 13' 12" IY IV 8 (BOTTOM) 13' 7" 13- I3' i3' 9 1/2' f3" .9 1/2. 10 1/2" 7 f/2' 13`• 6' (BOTTOM). 13, it' 13, 13, 13, 13' ur is".. 13, 12' 15, 10T B (TOP 13" 5" 137 to 1/ 13' $ 1/2". 13" 6 Ile 7 1/2" 5 1/Y 13' 4 T/2' 6 (TOP}.. - - $ 1/4. 6 Ile 6 t/4" 6 1/4, - - - - 6 1/4' 6 1/4" 6 (EDIT!"] -- 6 1/4- 6 I/e 6 Ile 6 1/4- 6 1/4- 6 Ile - - 5 Ile 6 1/4" 6 MOTT.-) 13' 7 1/2' 13' 13' 13, 10" 13, IV It- 6' 13' 6 1/2' 1 (TOP) ,_6. TO r-or I3" 5" 13' 10 t/ I3' 6 1/2` 13" $ 1/2` 7 I/Y 3 IJY 13- 4 1/2- 11 (TOP) >5,�„ TO Y-S' 13- 7 1/Y 13' 13, 13" 101/2' 13, t0 1/2". 11 I/2 W 13,... 7' 1 (BOTTOM) I3" 6 I/V 13' 13' 13' 9• 13" 9' TV 7 1/Y 13- Y 1 (BOTTOM) 13- 7 L/2' 13" -I3` 13" 10, 13, ID' 11" 8. 73" $ 1/V 2 (TOP) Is, 5" 13" 10 1/2 13' 6 1/2' i3' 6 1/Y 7 1f2" 5 1/2- 13- 4 1/2' 2 (TOP) 13• 7 1/2' I3' 13" 13" 10 1/2 13' lO 1/2 tt 1j2 6" 13' 7" 2 (BOTTOM) 13' 7' 13' 13` t3' 9 1/Y 13' 9 1/2' 1O I/2' 7 T/Y f3' 8 1j2' 2 (BOTTOM) 13". 7 1/2' t3' 1r 13- t0 1 13' 10 1/2 11 1/ 6' 13' 7` 3 ) 13, 7" T3' 13' 13' 0 1/2' 13" 9 t/.- 10 1/2' 7 t/Y +" 3 (T ) -.- - - 12 f-._..-2 1 6 1/4' b t/4' 12 1/2' 6 1/4' - -- 6 t/4' 6 1/4' 3 (BOTTOM) - - 12 1/2 12 1/2 6 1/e $ 1/4" 12 1/2 6 1le - - -13' 6 1%4' 6 1/4' 3 (817104) 7 1/2' 3 1/2' 8' 6' 7 1/2' 4' 8' 4 1/2' 5' 3 1/2" 7" Y 4 (TOP) 7' 3" 8' 5 I/Y 7" 3 I/2' B' +- 4 1/2' 3' 6 1/`2' 2 1/2' 4 (TOP) B' - 8' - 6' - $" - 4 (BOTTOM) $' - 6 I/2' - ar - B'- - b Ile - 7- - pl#TIII 13' 7 1/Y 13' 13" 13' 10 1/2 13" 10 1/2 11 1/2 8" 93' ]' S (TOP) 13' G 1/2' 13' Ir 13" B" 13' 8" IV 7 1/2' 13' 6" tw) fY 7 1/2' 1- IS' 13' ,0 1/Y 13' f0 4/ 1 1/ $' 13' Y 5 (BOTTOM) 13` 7' 13' 13' 13' 9 7/2' 13' 9 1/2' 10 1/Z 7 1/2' ]3` 9" 5 (BOTTOM) 13" 7 tj2' IS' ITS'' 13' O 1/2 13' 10 1/ 1 f/2 .a' 1,v 7' 6 (TOP} 13' 5' 13- 13' 6 1/2' 13- 6 I/Y 7 1/2' 5 1/2' 13' 4 1/2" 6 prop) - -- 8 1/47 8 A/e 8 1/4" 6 Ike _ _ _ 6 1/4. 6 1/4- 6 (801T!") - - 8 S 4" B t/4` 6 1/4' 6 1/4' - - - 6 1/4" B t/#' 6 (BO'fL"') SEE SHEET 11 FOR ANCNORS TYPE & SPACING FOR AWrAt1AtOrI INTO MOD FTRAW Lam• = MPMA ANCHOR %V4P05 AND MKtEYUM t7OE DISINCE ARE INDICATED ON THIS SCHEDULE, FOR E.D. LESS it" INDICATED ON soma JWJOE A1K'AiAR SPACING BY MNLTIPLY04 PACK stiLrr$N ON SCHEDULE BY I►E FMLOMN6iC FACTORS. FOR THIS OPERATION 70 B POSSIBLE. RE010CMD SPAP3N6 OBTAINED USINK FACIA SHALL IIOT 8E LESS IVA MaNLNA SPACNO INDICATED MR EAN'.H NO" INK ON THIS SCHEDULE 7YF�" 1/4'! 1/4'! 1 f41-ANCHOR SAM16H lain-M cALN--N Ml+lr#111 AHI SPACING 01 3 3 3 S 2 I/Y 2 1/2 MIDGE (N..) 3 31/M 3' 1 31/Y 3 wTµQ VI cmcF*IE HOCK 3 3 lie 3 t/Y 3 1, 3 1/4•' 4 ACRYIL EBPE 0601lIOE ti❑.) FACTOR 31 - LOD 140 - Im 1.00 SPACINGS ONLY VALID WHgN SPACER USED. SEE T f1 FORMAX. A S.D DESIGN LOADS & MAX, PANEL *HEN SPACER IS 16M 11CO i/4's T PO41RF31 TAPC JJICFHOR O 9' O.C.' OR ANCHOR + /t SHE E. TrI�+ N 1 LUMT N 1 K f PANEL LENGTH _4 - E (SEE ELEVATION ON SHEET 17) CONCRETE OR CONCRETE BLOCK I1 WRED- ..:ri .3 •rf..rc •I e -r- 2"W RATE REOUIT M �S. NAI� u0. 1. MAx. 8' PANEL LOOM (SEE ELEVAM ON SHEET 12) SM SHEETS 15 N4 111 FOR mom TSPE s SPACIND AAt NISTALLA7lONS iHT6 WOOD now NLtDI19X MINIMUM ANCIM3R SPACNfIN4 me MOM" E AAE Frf'XOLAED dN T4NIN SCHEDULE. FOR E.O. 'LESS TIKV MWICI.TEO ON SCHEDULE REOUf ff ANCHOR SPACING BY N11iWLYRK3 SPACINCP 9WNN oN SCHEOUIE tN THE FOLLO%14 FACTORS. FOR ttLt oPEPInar TO BE POSSIBLE.1 REDUCED 57'Ac1NG GBMlEO V.•.7N0 FACTOR S+NYL WOT BE LESS 1HNN T ND SPACING POCATEO FOR SLAM M40M TYPE ON INS SCHEDULE /11110" •T'IPE T/r"CON LNr1rrAL AAA MPALINS w 3 'RINIINY+M ma wSAiampso O4aalHa � 3 Nlottedr t>4o4 } 3 /CNIR.IBi F>oY(Q RtOIIA 2 I/Y Od1 aro tI11 W N 12) WALL MOUNTINGS SCALE 3/8-1" JAY'\YLf1. L INSTALLATION ARE ONLY VALID FOR MAX. AS-D. DE,SIll PRESSURE; RATINGS ()R.sI. f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAAW CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSELY OF 0.55 OR EQUAL N A MAJ(. PANEL LENK;THIS ARE qhR VALID FOR INSTALUsTIONS W/ SOLID SETANCHORS & W/ M SPACER AT 12 1/2- Q.C. JIT/rA�i FLORIDA BUILDING CODE Non III Veodoefty NIIFTIcone, Zone) Lc `•, , 02M M7= W- 24GAGE GALVANIZED STM STORM PANEL €a1 Nm DAM f/ s 4t 4= S.W. 51 SIRM Dw1E ti lsly a 7 f r r rJIM .{� a N w, P 1 iiix ar. R. sk aM Mrlw arMos n sNF A".: - I ..,#t9. lbr:. Aid-�T! PHOM (9S4)llQ-75+>S. PAL' 15-022 �aoGNsrFPkm a,m ,a-atT A-d- NslLTER A 7NNIF ,Aa P.k: POURED IRRE OR fi /YA CONCRETE BLOCK v MAX PANEL LENGTH (SEE FIEYAMON ON SHEET- 12) ij rilir, +11Lr. 41 ION 12) Yx4" PLATE RECA B HATIVI AffluFEI FLORIDA BUILDING CODE MaD fth VetaN:lly N1ITYlcane Lane Jo. 441 s o "C t...,, , `�':N�" VP% `'�* I L E C ©INN . ! - CON _ x!L .1� a, a..+as Iww «eeaR �a Cam w\w., Tat41 or-smN 24 GAGE GALVAIZED STEM STORM PANEL FaL acm PEroTE cnON PRODUCTS. cLc, 4AW 531, SI STILLY Wff, gin. =14 Ft10Ki (96N)pC-76TA F/W (/64jHq•-C'YA'i 1 ' 15-022 - R.•, .ea wlr+r r 151> k8-OOG67N9 MRL7£R A Tat? J.• RE nalm "w OnAwvw Woc ' 4 - 1AiT T4 a Is f4w o F3GH DF MAX, A.S.O. A W AXIMI.M ANCHORS SPACING to £.0. - AS SHOWN ON SHEETS B do 710 � 1E Nt ANY OF THEM Ni - PMiEL ''. r.F aft 010 7AP0❑N LAG SCREW PAN�ATE FEMALE ID PANELMSTE PLUS WOOD y1NSFNIVG 13, - 13' 13' 1 13' 13' 13, -- - 13' 13' --6 13, _ 137 fw alarl $ 1 6 1 -' T ' $ 6 1 2' i - 6 2 ' (HOP) -- - 8 T/4' 12 1/2- 6 I/4' 5'-0' 8' Er 6' $' - OR LE55 8' NI' - -_ B' 6" - ViEwi) 13' 13' 13" 13, 13' + 4S 1S13' 13" 13" 13' 13' -.-.. 13, 13" -..-. 13' 13' 8 1/2" 13' 13" 13' 13' 6' 1YO 6 1/2'.. 6 1/2- 6. -1/2" -.- 6 1/2.' 6 1/2' �(B,yO,�T�TOM} (w ) -. -- 6 1/4' 12 1/2- 5 1/4- -(901T.1 4 1/2" e 6 t/ 2" 6 1/2' - : (TOP'} TO 14"-4'• 4 1/2' 4 1/2' 7' 7- - 3Ma (BUROM) 1D 1/2' 9 I/2' tY -12" 4' (TOP) - 13" 13" 93" 13, B 1/2' W (1i2TiI�i} MAX. A.S,D. DESIGN PRE SURF . (P.af.) WXNYMJM ANCHORS SPACING FOR EED. - AS SHOWN ON SHEETS 6 Nr 7 TO TO TERNAPAI 1I 1 AR OF THEM 1NA7dHNA 'L- 00 TAPCON { SCITEW PANELMATE FTIAl�LE ID PA1F IaMIATE PLUS ti1�O6 13, IY 13" 13' 13, iW CLOP) RN' 13' 13, 13- 8' iM (BIORONI) 6 1/2-6 6 1/2" 8 1/2' 6 1/2' 1/2" 21T (TOP) - - - - - 6 1/4" 12 1/ - 6 1/4- .') 2w (BOLTOR W-0` - 7' 1/2" $. A' - - (1DP) 1 ESS 7 t f2` 8' 8' 8' - air (BGTRTM) 13, 13, 13" 13, 13' 4W (TO') >-+45, -45 TO +7A -76 137 I3" 13' 13, 13' �,41 (NO1101I f3r' _ 13"..-.... 13' 13' AO'----- Iw (TOP) 13" 13, I3" 13' 6 Ile 1M (sarvoM) 8 1/2" 6 1/2' 6 1/2' _. 6 1/2- 6 1/P` 2W) ---. --_ - - $ 1/4" 12 1/2" b 1/4- 2W (I)MA) TO 4 1/2- - 6" 7 1/2' 7 1/2- _. B (TD 5 I/2' -. -- - 6' B' - -4W 30 (Bo1TOM) 73' 1Y- 13' I3' -1 5 I/2' (MY 13' 13" $3, 10 (BDuw -aAV, I waW.• infw1i r a a a+ -._s . �a 4 r ►a, r r.� a a a a' Z: �m •a .a.,-r-,► • • a _ • + a Sa/ 4r ._=4 r • a. r I ?EIJ A A.& D. DESIGN LOAD PANEL �L TN 40 PSF OR LESS 11 -8` w 40 PSF TO 50 PSF W -2" > 50 PSF TO 110 PSF 8 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTAAATIONS 1A/ PANI MATE MA.E ID OR' PANEL MATE PLUS ANCHORS dL W/ SPACER AT 12 1/2- O.C. 1/4'4 TAPCON EJOSTINO POURED ANCHOR O 11' O.C. ' FCONCRETE OR - CONCRETE BLOCK RECiAF . - PANEL LENMH ONE lit-SI:PARK t B TO GLASS. f N - 1 1 N/2 GXISRNR3 FUl1�E1 i d 1 { CONCRETE BLOCK REOUIREOI %� _ i a lAr w t 1/4Y PANELMATE SECTION 111 ANCHOR O 12 1/2' Q.C.- REGUL&A PANELS SEE 13 15 4 16 FOR ANCHORS TYPE & SPALil4G FOR RCSIALAII III PROD IRAW BUILDIIII &rtN#.R1+A AfLtiOR SPACI ANY NNSAIM EDGE 07+'U14M ARE M'NACMM ON THIS SCHEDULE FOR F_D. LESS TWAIN IRIILP171ffi ON SCUMU REDUCE AICHDR SPACII SY » SPAd'aFei SHCAPN ON SCHEDULE By THE » FACTORS. FOR THE OPERATION TO BE AlEDLIM SA%I GBE'HHID CISHO FACTOR SHALL NOT I LFS"a THAN MNU M SPACMNO MHXCATEYI FOR EACH ANCH©R T'f11. OH' THIS SCHEDULE, HINCHM w1litPUS I/4'! i/4 as SAIICSN7 PAAF}JIA1E WNFAL aL'BQU wiJew 00 3 3 _ •mMsMYywa C, (A) 3 3 010.) 3 3 7/2 ACTIUM WE of Ti1D'Wlf - 21/T Qe1 - ,Y a .�-r' aC `: `O y earnstx>a1q euc 24 9WE GALVANIZED STEEL STORM PANEL 1 i L 1 E C d GLOW PROTECTION i RODUCT% III ./I +" Lap Pw-U. , pMY .o.awe...r't 4exSM.III ,STRF WWI L =14MNP/ 4sla eaw PiaNE (94)eMFOX (1i4),., n- �r + >� > L1-022 aw- II _- PG i STC 1/4.0 TAPCOt POURED ANCHOR 0 9' D.C_ f. CCU OR BLOCK t' MHt. XPARAIN TO (I -- Nlrll� t` MAX. PANEL LENGTH (SEE 0"ATNOH ON SHEET 12) PANIEL LEI O /- 404 W. 11. OVERLAP - Mix a o ITI J.4— JJ-LLJ�TLL I I I J1LL i LJJILJ 3J_l LJJ t L 6.J.._L1, -1:.1- 3' Max. SEE NOTE 4 I" Min.I' Mn. NOTE 3 L(DIg,'j ANt1i0R5 3 SECTION al A ALIEBNKINE EZIW ON SHEET EZI/18, E'Z1 W/18 E-Z HANGf m . GAP I" +L.'.Lr111 L"►.l is ' 'k LAST PANEL-070 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF 1NT,�C1 TO BE INSTALLED FROM INSIDE OF STRUCTURE. 2L" E-2 HANG STORM PANEL SYSTEM CCTHSISTING OF PANEL i- Cevtt. TINE'S TOP LL 91 (2)1. END PANELS SHALL Ai.1YR BE CONNECTED TO BOTTOM 'TRACK OTHERWISE A STOP SHALL BE PROVIDED AT TOR OF SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/e--20x3/4' M.S. W/ 7/8"41 WING NUT OR 1/4-OX3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK- LOCATION OF FASTENERS MAY BE AT ETHER OF TWO EXTERIOR FLAT I'LAN(;ES OF END PANEL. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM THAi'3f (i.e. A STOP BAR i ; ONLY USED AT TOP) AT LAST TWO PANELS SHALL CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION Of PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. TNSi'Al1ATK1NS ONLY VAUD FOR WIND SPEED Up TO 140 m.p.K FL40RIDA Willi CODE Ile MAT[. G i., (SEE %CTIONS a ALTERHATNES ON SHEETS 13. t4, IS h16` - R-2A/13, R-3A/14, R-18/13, R--28/13, R-38/14. 3* JIM. R-2AW/1S! R�SAw/16. �it-18YY/1s, R-28Wfa3 R-381M/16. 'T BOLTS EA. OWE MAIL PANNEI. LENDER W-6' + +40A. -40A p.s.f. (W/ GVER P MK} PANTS 1E7N67H BOLT) _7 0 +50.0, -54.0 P. f. (W/O f7 t1- me PANEL Loam 91 USE Z'--e UK PAM LENGTH ..� AT ALL"NOS 'IN O the 5AF'E'T'a' I 1 PANEl. BOTTOM CORNERS ` - O -- WINGWEAT NUT' AT . 3'- VUt. LEFT PANEL RQHT PANEL 3' ')' NISTALLAVONS O'LY VALID FOR WIND I' MN4. R•-IA/13, R-2A/13, R-31t,/14. R-18/13. R-28/13, R-38/14, 1• feRN. SPEED UP TO 140 01.p.IL. R-CAW/15; N-2AW/15, R-3AW/16. R-101111/iS. R-2911111 . R-30W/16. -_—ANCHORS (SEE SECTIONS Ac ALIERMEWS ON SHEETS 13.14. 15 *16) Ile MAX CAP UEE SAEETY BALM PANEL X ELEVATION fit? 2.697' SCALE 1/4'=1" REGULAR LIME IA43$ACP -1 WHOL.E WJ3.EY) REGULAR STOW STORM STORM PANEL ( F'AN€:L. __------------ ------_----��__ -� s-r_T_-____-� __- _�___ __ _______ _ _ _ t N - ---' LIFE SAFETY PANSY >;>1 � 41j/., FLORIDA BUILDING CODE n h Ve}oe kuFTlcans Zone) ;' fi ' $ !Cols rL Asa AAC 24 GAGE GALVANZED STEER_ STORM PANELEXTERIOR r EPROTECTION PRODUCTS, LLC. ��Ie SECTION /`sin 6�' C O AMCE.Et. 4fA0 1M. bt SSkEEIf RNr 3�ir\ s a ana twr oroolco°a €I. aa+I+ 15-022 SCALE 1/4 a1",r' wry Q k7++ INe,x, Pw «+:i..+°Nm or-+alr�+s. €Ac (ass7rIN-sral DwAMNw Nia rs Pooe,ln A '1�-0,. INenoiliTIA. 11ttAJ. Pl +� 1NBT f2' OF 16 j1i v PLATE t 4'>r "LaP'CON i 4'4 TAPCDN TIRED 1ANCHOR o 9' O.C. li ANCKMR O 9' O.C. S2 'AGGE O W/ STUD 1 ( STAOMSIED W/ STl.ab xe wow I -x4' WOOD PLATE REQUIRED RE'OUItlED llt W R-1AW ATE —I8W O�EGULA PANELS a11r LIFE SA] E:7'Y PANEL WALL MOUIbMNGS 1. INSTALLATION ARE ONLY VAUD FOR AS.O, DESIGN PRESSURE RATINGS (P,l.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1Z. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ME MB ERS R 70 BE �gQERN PINE No 2. W/ SPECIFIC 1/4'r TAPCON ANCNaR o tY z lit )ON 12) I t' Mtn. PANEL (SEE 1 0M SI TLs H❑ Ns. s12 Ia 1 APCOFI 2'x4" 4 9' {LC. PINE RECAUS FORMEMULAM! W j j$. 5P, I "`, ALTE'<R'HAM 1lk III WALL. 1Nta�umil NGS WIN SAEl PANEL v1s �L SCALE 3/6-1' '', ,+` FLORIDA BUILDING CODE NOn Nigh VeI NUFFican6 Zags) ** p 4 lasts A[.ti> AMe 24 GALE GALVAN�iD STEM STOWII PANEL LMbPAL NM $+ g rrtttt.rMrt„� IL E c o.EE�. PRorECT>QN II Ur. TILIT 1:a1Ava rEPARWASOMMCOWANY f�eANY +PAM '— � cr Aw+ 15-022 ;• �`fijj • • `��y>>*` PME- 1354)W-1541% M' ts64laea-atn NF6tMMn Nt I. �fr _ - aR -1-.-lvla.rY Yi HS(j£ INY1fli A IRtX Jr- P.E 47 . as tt.oE a- 7NN�1 59 OF Is Jill Rill FRO U'UPIRIM01214175M -us 1/4-0 TAPCON �0 . ANCHOR O 12- D.C. WALL SEr_TIIM EZI SCALE 3/8=1' Mll PANEL LEN4T'H 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DES" BALL THE 2'-6- PRESSURE RATING +/-- 401 p s f. AND W0- MAX PANEL LENM 2. FOR EVENT WOOD FRAME CONSMCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL. ALUMINUM POP RNET MAX. PANEL. L04GTH # ,..2• OF, L' ^N W cn /f 1 (i/ Ova// O C . � U (n (Q cu (� O 0— O W 0 .0 LL cu 0 -1-0 JIM ►,— O CU cn O N 1►.- O-4cz—^� W cu �i 0— cu LL1 Q Z Z a 0- SHEET NO. SH ls 5 _flii T 11 111 11 1 :A i ti i_ra. .a- -1 1 .; i.ri rI, , 11I i I -1 1TF- E- ALL AMERICAN SHUTTERS AND GLASS Z2ga & 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ) WIDTH LMLIMITED, (PMP� TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPEE AMS REWD) SECTIONS OPTIONAL, XY-20 STITCH --BOLT S WITH WASHERED T W04GHUTS FASIESED, 0 OVERLAP$ 0 MEDSPAN (USE 14 APPROPRIATE SPAN TABLE) PLAN VIEW v Ise BOTTOM MOUNT IN" AS_j REQ'D) 0-1171" MAY BE AT TO BOTTOM TYPICAL VERTICAL, MOUNT ELEVAT M.Ts� ELEVATION 'FOP 14OLW Ll� (SPAN ABOVE UN (CONN T �_ AS RE Q`D) It OBSTRUCTION (LOCATION MAYVARY) MOUNT (CONN AS RMD) L BOTTOM MOUNT umx BELOW TYPE AS RMD) (VAN OamwaOF0 PANELS MAY BE NOTCHED AS REQUIRED OPTIONAL YV-20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WINGNUTS FASWNED 0 DVERLAPS 0 MIDSPAN W SPANS ABOVE & BELOW OBSTRUMOFL APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS1 - klLj ELEVATION ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: 24 GAUGE PANEIS 22 GoMM PANELS SPAN SCHEDULE: �WAN 5UHtL)VLt NU 11:5' L ENTER SPAN SCHEDULES WITH NEGACCIVE DESIGN LOAD & PANEL FASTENER SPACING TO SPAN� SCHEDWISACCEITABLEFORUSEWITH DETERMINE MAXIMUM ALLOWABLE STORM PANEL POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS 2� *PANEL FASTENERS' ARE STUDS USED LEM COWUNCTION WITH ALL MOUNTING EXTRUSIONS i ('r-IRACK, STUDDED ANGLE, ETC.). USE 62N� O.r_ PANEL FASTENER SPACING TABLE VALUES FOR ALL -W- AND �U-HEADERS (TAKIIJOING BUJUP OUr CONDITIONS). 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, PANEL FASTE14MS qw PANFELRASTENERS 0 6,27 0,C. 12's, O.c MAXIMUM [PRESSURE ALLOWABLE ALLOWABLE ALLOWABLE DESIGN SPAN, NO SPAN, NO 511=c1m STITCH BOLTS STITCH mr) (urox) BOLTS BOLTS 12- 8' ly - r F-lix- S' - - r 12'7L 6. 1 121 - Ir 12'- BY r 12'- T, Ir - BY IV- 4' 12, - r +/-41 2- �-W 11'- 3' 121-11 +1-4T- 12*- W IV - 9* 111-61 +1-48 12'- 4* IV - 4* 11:_ 21 +/_S0 121-1. 1 1V - 2' 10, - II* +/-52 Ir - 10' Ily - 01 10, � +/-SS 9- w --s' v 3, 91 +1 IV - 71 7-71 +1-70 IV - 3* 61- r T-0. _7 +I- S I IF W- V` 8-4- Q-64 w-r 71- 6' 7 10' +/_%O 0 � Ar U� -71 v - V` 6'- 3' 10 W-7 51 51 5� a +/-Izo 71 = 10, f- -0. + -I_- 11". +/-130 T- 6' W- 7 - 4 10* - _77140 ' 71- 3- 4 r 6' +1-150 0, 4'- V` __A- 41- 2' Y- 9' V-7- 6' 3, + V - 4- 31 � 4" 3 IV 3- 1 T- 3- 6�" 3 0 3- 1 ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS, PANEL FASTENERS 0 6.25' 04. ------ lip EEO Imimm m Emm EEWM� I ESUM WIWN/10�/Iauuw �Wl ��me VW0001 NOW 1�1 ON0% w a m a 0101140111S 11 11 1, V 1 Our MINIMUM, 00/m, MM Emts�� IMN ' KME�OWMEWEMOWR� � M� �_Ry E m 7/1; �/R �Vw/////. a 92M 01� 0 GLASS SEPARATION SCHEDULE- 24 GAME PANELS MAXIMUM ALLOWABLE DESIGN PRESSURES: IAS NOTED IN DESIGNI SCfiEDLft DESIGN NOTES: POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETEP304ED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVCMINIG CODE, MeSSUME Mr "EMENTS AS CE DETERMINED IN ACCORDANCE CKAPTLER16WOFTHEFLORMA=. aomm EDITION (201 E(W SHALL BE LEM 142�5& A� 19" Elz ASSEMBLY AS SHOWN. GENERAL NOTES' MINIMUM STORM PANEL SEPAPAUON FROM GLASS (WIND ZONE 4 & ESSENTIAL FACILMES) POSITIVE KA)aRm INSTALLATIONS INSTALLATIONS DESIGN PANEL LES9THAN3W GREATERIMAN39' PRESSURE SPAN ABOVE GRADE ABOVE GRADE (PM 61-VI 7.85, IA7' 9.4. 7.85, 1.67" +30 101-cr 7105" �L?2 - 3.68 �� 1.22' 81_61� 7.85 � 190. +40 101-S, I'As 1 3,03" 1�28' ssl� 914, 2A3 61-VI 7'as - im +60 7.85, 2as - 61-V 7.8,51, +70 7'-10' 7:p§ 6-W 7 B5" IA5" +80 7-4' 7.831, 1,99, +90 - w-ir 1 7. 80 - +100 GLASS SEPARATION SCHEDULE: 22 CRUDE IAMBS MISUF1UM STORM PANEL SEPARATION FROM GLAS s (WIND ZONE 4 & ESSENTIAL FACILITIES) POSITIVE DESIGN PRESSELRE MAXIMUM AAM SPAN INSTALLATIONS LESS TIMAN 31Y MOVE GRADE INSTALLATIONS GREATER THAN W ABOVE GRADE +30 +40 C-01 SM la3' K'". 1.44' IV__0`1 515 11 IM' 3.18' 1.17, Ily-a" S.851 5.05, 2421 Ix-v SAS 11 3,90 v_w !ISS I.Z2. L.74' 19-01, 2,40 " 121-VI !L851 3�99' +60 G-W 5.85, 1.26' w-e M5" 1.89. Z68 Ir-v 3,54' = +70 5.85, 1 V_v 5.85 SM" 223' X17' +w 5.8s" I_3S I W-6 - 9_71 -5. Ke Sot, +90 6`0 1.85 1� 1�" 1. 81_6� 58511 2-33, 144' GLASS SEPARATION NOTES* TO DETERMINE 1. MTER SPAN SCHEDULE WITH POSMVEDESMN LOAD MINIMUM ALLOWABLE SEPARATION FROM THE OPENINGTO BE PROMIC!"M I SCHEDULE IS REQUIRW FOR. USE WITH POSMVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, 07HMWM USE NEXT HIGHER LOAD, 3. FOR INSTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3� THE GLASS SEPARATION RCQU=NO MM04UM SEPARATION FROM THE SCH 0_= or MING IS _j FnN25R MMIR Eugm r/0011 MMMMEE32EIRM EMEN gyr-O ANCHOR NOTES* "�N=11 =EOULE, APPLI�TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES CHOR NG. MAXIMUM ALLOWAME SPANS AND PRESSURES INDICATED 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE IN SPAN SCHEDULE SHALL APPLY. MATERIAL, &ANCHOR TYPE. SELEaDESIGN LOAD GREATERTHANOIkVWALIONEGATNEf)ESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER: SPAkSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENITFICATION OF OWNECDON rff). 2L 'PANEL PASTENERSY ARE STUDS USED IN CONJLWCMN WITH ALLMOUNTINa EXTRUSIONS F--TRACK, STUDDED ANGIE, FTC-)� USE Ga5- O,C PANEL FASTENER SPACING TAM VALUES FOR ALL 'Fr- AM '0'-HEADERS (INCLUDING BUILDOUT CONDMONS). 4k ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMEl"'TION& 5 HOLLOW BLOCK H067 STRUCTURE SHALL CONFORM TO ASTM C90 CLOCK, 6. MIMMUMEMIBEDMENTSKAUBEASNDTF-DINAW;HORSOfEDULE- 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORK BRICK, AND OTHER WALL FINISHES, WALL FINISHES SHAM BE LIMITED M IM- MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSF-Ek LOADS TO 40ST STRUCTURE 8, CONCRETE ANCHORS NOTED HEREIN SHALL 13E EMBEDDED TO UN -CRACKED CONCRETE ONLY, VERIFY THAT PASTENCAS Am INTO ADEQUATE WOW FRAMING; MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD )S ACCEPTABU ONLY FOR SIDE CLOSURE PIECM 9 WHERE EXISTING STRUCTURE r. WOW FRAMING, EXISTING COMMONS MAY VARY. FrAD 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCAIED IN CENTER OF SCIGE DMEANCE IS ACCEPTABLE FOR WOOD FRAMING). G-OL55 Oft GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD, 14 REMOVAMEARCHORSARE; RCO PANELMATE, ALL-POWT5 SOLM-SET &BIRASS RiStfliNG, 12: MACHINE SCREWS SHALL HAVE Ijr MINIMUM MAGEMENT OFTHREADS INTO THE BASE ANOiQR AND MAY MVE W14ER A PAN WAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) OM.CL 11 MINIMUM EMBEIDMEW AND EDGE DISTANCE EXCLUDES STUCCO OROTHERWALL FINISIM 14. DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE 11SES, 15. DIRECT MOUNTING COMMON!L M LIA1W INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. ww, Tto w Z 43.; 0 uj w qk3: 3; tn Je E In 2E Pj a ;5 . LLJ 15-2394 FAA ru r pr, 0. 2 2sv p ; Ej T_ c _ _0 J-zi TYP. �,l -ow TYR .�i 14 .062, $ A E!11 111014, 0,0 Tc�12�5 1.930' �062 - -0'0 21ow 250" zaw TM U:c � 6 � 2.020 WW YI 35 I SCRE RUIL11--ouT 'U' HFADFY 19 ,r ±&ADER 'u, HFLAD�p z 0 3tY MlIfIf 1.56W "E, 0,171V 011 . 0 05W �T_12_500` PANEL COVERAGE i-0-54T- 1 pi", Iw --K PANEL Lt 2.0Z D.W.=_ TYP. - TYR -f� 'RACK RME,-OUT g 'r &N-GLE - a8pL 3! < C1 MAY BE _-a E. =fTAAffx mmo WALL apelvo 0=ARMG-R*kMR U.) 10 - I- r- 'I OVERLAP w MAX. 4� MAX A, �R!" mosul neva .Cmn.� , q \,--/ , -.25 0.1w wo-m 10 MAX =,aw r; Im FRAHM �mmm__ �, SUIID-OUT.� wo'A MK- DISTANCE Syrocruw- co-714171 wl", uem-154AUAWM� rEMBED ANNfA 504� � AW LAW omow MCK OR 3 82T OVERLAP :- 0, MAX. - -.25- MR& �;. �", -`_7 - Ox. mftunwY 'o _T ul ,c. I 19 GAW� STER. MAX. WN, WrAr. EMBED 0 U & Its 094 2 AWE` "o" 120, C";. MINIMUM ALLOWABLE SPAN SCHEDULE C�'. .... 75TALL-PANELS) z 5 mW :s 44 "Mara No �;k 6 smavmwxm� .4 T, m in ACCEPIAN.E. NO SRWTMN M" ans ts REQJMW WK�D Pvm taysni M wuxut THM -FMT waiw Von YMRMKG 3, s= ciO$uREs ReognED fOR ALL m4LODUT RvUNTs IR TAME AWC. W4W $ju,� CLMmES MR! NOT two, vmm kwom moomyw� cosomoms. pvww,-) summum Poo" %Ass sami RE Pm RETAILr 4.TMLVAPKIFITODO�-�t�M�"4>KwtnfmwSli, POLT5) AM 24PPAHELE�, & Wff"rWAK PAWL 5- PANELS MAY 5RAN W H114MM UWW, ONE(l) OC THE OMIOWNL nWnRBMTCH Qk-MM > MI g VIM myoum tg ADJACENT uj PANPI- < _-MACHINE SCREW ThRU W W.L HM _; w/ RR KVT m WASHBIEDYaNGWY 4 IRmt -40 FACE 74 STUD W1 WASOFFED WINGRUT Up 12ir 0 ov (WNREM KMV" MV09T 0 2AM41ONTOADIACENT ! i REM) mm* 11 m (Cokk Tm I Emmo > Enmw cowAfTE, 0F.W1 HOLLUN auxx OR VALUPEoa ]k Awam 15-2394 W100 FRAWNz SPACM TA" 6 NICH MAKELAWAC90"TU zq%CSr PMELJ ,g-LONAL EGRE55 PANEL DETAIL (L-�,Q�ffTT�IONA�LINTERIQR FASTENING DETAIL 11�6 OR FASTENING Nx�tL ANCHOR SPACING SCHEDULE: 27 GAUGE PANELS; PANEL FASTENERS 0 IZ5"O.0 MMEMBEMIMEMEEM ERR m M EM mmmilmosm vnim I HE ImmEmm "wor W011% IONIC!, MONS W ow/ Mgt OEM wK, Imm E m m R's MO mcE1u=1rnmKm �mft"_A_A_ - // som - I kox 00SES" W� wmw guw� It Lp To 1r, PRESSURE cow CONN CIDN" TYPE TYPE ME) CI CIZ C3 C4 cl C2 C3 CA C1 C2 C3 1/41w 21 DOW 33 Izs 16.0"Imir !pmv 11.5. Is.op ME, ri i7T7 - s - mv Icv rR L" sc� 41 L217 iCo- 16_0� a-$- 12S. 16.0r, 14.11 6.21 12-v mFlF-1. 40 �Lv I - - - ___ _. AL(Er _2�� - 12,v 5,2� 1247 16,11- ILT' W, 1j45 111L $2 0" &dr F,.V' ILS" MO' 11,1" 40 ILL5' 16,Cr 0.0" _.La 11CW MW 1,V Sx IZ�Sl ACV' 8,3" 10' 12S, Iur 7,9" 33 L7x, I&*, Co- JC(r ILA" 7.Cr_ 7.8- wow ScReoll 41 MS" 1&0" 3.r 48 115' 1CO" 1,31 52 IZY' MO- OA- I t6a.1 5,8 70 LL5FJMQ-� 7.8- 12.W' 114.9- 54- 145' 14,2", S,R", � I W, 1041 - 33 121sm me. 120 IC 17-57 1CV'i 7.4"- YAP GFUPMAS' 41. 12�5` Mo, 12. L&Q. 8.7' 1241 Mal &XI 4a i1s, I&V M711 12.5" I&X 7A' I;Ls" 15.9-1 Ca. -mmommoo, sz 12.51 I&G, i4s, 12�5, ma, CS, 12. M31, 5511 70 MV ICG- 7.4!� 12.5- V, -- _t40- SA- 12.5- Lis, 4.9. Cr 3.V Cv wow PR;E-1L_, W17c. 7116, x wo,"", 41 45 4' 1 &2V 8.3' 3X* =P i.w =rTF. 1 79eu ANCHOR NOTES: 1. ANCHOR SCHED" APPLIED TO ALL PRODUCTS CERTIFIED HEREIN, Bur ONLY PROMES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM AU OWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY A SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE 2. ENTER ANCHO MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OP, EQUALTO NEGATIVE DESIGN LOAD ON SHVMqk AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (ME MOUNTING DETAILS ON SKEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)� 3. 'PANEL FASTENERS'AFEE STUDS USED IN CMUNCTION WITH ALL MOUNTING EXTRUSIONS ffl-TRACK, STUDDED ANGLE, ETC), USE C25'0�r_ PANEL FASTENER SPACING TABLE VALUES FOR ALL -H� AND -U-HEADERS tINCLUDING BUILDOUtCONVITIONS), 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WnH MANUFACTURERS RECOMMEhOATIONS, 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIR CW FILOCK. 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN AN04ORSCHEDUCE. 7� MINIMUM EMBEDMEW AND EDGE DISTANCE IMLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES, WALL FINMIES SHALL BE UMITED TO If4MAX OR SMALL BE VERIFIED SLY MERSTO ADEQUATELY TRANSFER LOADS TO HOST SIAUCTURE� S. CONCRETE ANCHORS NOTED HEREIN SHAILL BE FMIKEDDEOTC, UN-CRACKEPCONCREIBONLY, 9, WHERE EXISTING STAUCrURV IS WOOD FRAMING, EXISTING COMMONS MAY VARY. FIELD ou TO PLYWOOD IS ACCEPTABLE ONLY MR $jDC CLMRC PTECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN Tt rr YV ASTEN VERIFY THAT FASTENERS ARE INTO AM A WOOD FRAMING MEMBERS, NO PL VOOD, F ING CtNTIR OF NOMINAL 2'N4'(MTN,) WOOD STUD (W EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE -SOUTHERN PIK- 6-0,55 OR GREATER DENSM LAG SCREW SHALL HAVE "iLLIPS PAN HEAD OP, HEX HEAD. 11� REMOVABLE AACHORS AM ELCO PANELMATF, ALL -POINTS SOLID -SET & BRASS BUSHINe� il MACHINE SCREWS SHALL HAVE JUr MINIMUM ENGAGEMENT OF THREADS INTO THE RASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD� OR WARR fit -AD (SIDEWALK BOLT) LiAk, 11 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE$ SWCCO OR OTHER WALL FINISHM 14,17 DESIGNATES ANCHOR CONDITIONS WHICH AM NOT ACCEPTABLE USES, 15. DIRECT MOUNTING CONDMON& 16� LINEAR INTERPOLATION 15 NOT PCRMrMD FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 6 � in z 9 22 Q,-e g -4 g 4-z t 2E - % LLI x :Jj (C4WJ Typ I MOT vwAff=DmAflSoff ��AMI 4 spot m Mon" .am OR SUL W&E-02wix- 1614A 47 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PAWL FASTENERS 0 12-5'OLC- ---------- --- m MUMMA 1 ME rpm mm KEN Eagalm 979Tm ]MESUM MME�EM momm lummmmmmmm i 8� 2 p7murl $Emma mm[�UMMVX72 m E a m _,�N 0/0 g g IR F11 V/"/, vmffl�m ZOOM V/� R; 05 �711//!wmwwl "g1,111.991ro v0ffffio " . .... 10 ... 1114 I/W V/X�/p r1on; ra mom wMalwo - m/m/s/ai Rum Ezu w1monmr amm ammum Emsomm Em I m IN �m Mo EEO ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS 0 625'6.C, I 5EMMMVamMffAWA=N9W Emm MIMEMIM lmlmumkimm� Imm mm EMEM -awwr, S P. 0/00�01 0-107T/ v , 0, "r W/O/ 0. 0f - 0/00/011 I 11W r"00rnrom I/S �7119, ell I v/00-PrIol �N N17/m/ 511f, MWKAXM SRI= 00 1"** of 51"nim m &�_� _101� �DUSIL MAX assm AMNON P058"Al (pog- cl C2 C3 C4 CI C2 CS CA cow_ CIL C2 C3 twxreow 33 4 LAG SCREW 1 4 52 70 12X is, I lo.r 12-P ICV* 16-9*1 7.V' S, r 160 ICV R-r 1zS1 mor IS& &V 119' LWY 14,r co, mo, iccr, 7.s, i2s, mov 1,41 I 06, 11v IcT 14,�r 6,&r mr mix"acrij 6.91 as" Y6-.O* "P _t -, 2.3, Co" 12,Y IC01 14.7-IC01 11S" - IW Mr 1 &0" i2,V 1&0" ICrl CCr $34 x I Ix SOW 33 WCOD SLAM 41 48 52 70 Im x 7.-ir4. Sam- 13 TAFGRIPCFAV 41 * . 52 70 IZ51 Mor 16101 mg, 161w 12.11 17.01 11.91 16.0" loor A!:S Ils- 1217 - L215, 12 V 16. ' FrEzu; 1&0, - Mo, 16. 0 1 14-r 11.1" 941 1 Go" mr -- 121v Mr Mol Y6-0 160 1601 _7 -16 $).r 9� �C V161 I"S - 5-V 12�sl ms, 12-7 ilS� 12.S, Mr I&V* IC011 It& 1&V` 5471 9,01 9.61 9.ir ICLr 12,5' 12.5 1&U'I,3J' 16.0' IL4Y IZ51 1601 ILr 12,5' 16-7 S.r 12.51 Is.w 9.1" 12 16.0' 9.11 lzsz" 1601 10 9.1r, 11v 1 Mo, 10-11 lzr I&V s4v 9-V 7/16, x -wo-ol n ALL Kan ExAss 41 w000rmRow 48 52 70 0 1215PI15�sr,!Cvr" `5 IZSP '13.Wl 5-7'1 4-S' 1a2 z ", 70yo, 7 V I lftzl, "14Ar 1 4A'l &2S` 4.V ILS, 15A* S S,O' 6.25'112.3-14,7-14.0-1 6.25- i12.r 4.77' 4.0" IZr 14,Z' .25' �12X 4. 6.25- 117 4.7- 4,0- 6.25-112.X� 14.7- 6�2S� UIZ,r� 4.V I ERR! NUETIOTPU 1. ANCHOR. SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIIEID HEREIN, BUT ONLY PROVIDES EvExImum Aujovwv ANCHOR spAcFNG. Kwmum ALLOWABLE SPANS AND PRESSURES INDICATED IN SCHEDULE SLIALLAMY. �, ENTER ANCHOR SCHEDULE BASED ON PARELFASTENEKSPACING, THE EXISTINGSIVIUMARE RATERIALY & ANCHOR TYPE. SELECT' DESIGN LEAD GREATER THAN OP. EQUAL -TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT $PAX GREATER THAN OP EQUAL TO SKUrrER SAAN.SECEa TYPE BASED ON APPROPRIATE ? UNTING CONDITION (SM MDU1NnNG DETAILS ON coNmcnoN 40 SHEET 2 FOR IDENTIFICATION OF CONNECTION nM� 'PANEL FASITFLERS' ARE STUDS USED IN CON)UNCTION wrrH ALL MOUNTING, kynwwom 3, Fr-TiAcksivoDwANOmm), Ust5.25-0,C�PANMFASM'MSPACMTAOLEVALr�SfOR ALL 'fl- AND 'Lr4lEADERS (INCILIOM BULDOUT COKDMONSJ� 4. ANCHORS SHALL BEINSTALLED, INACCORDANCE WIN S� HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C9DS"xK. MINIMUM U45EDMENTSHALL BE AS NOTED IN ANCHOR SCHEVULE, 7� MINIMUM EMBEDMENT AND EDGE DISTANCE "CUJOES STUCC% FOAM, SKM AND OTHER WALL FINISHES, WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIF" BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 9, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE- IS WOOD FRAMING, 001,5UNG CONDITIONS MAYVARY. HELD VERIFY THAT FASTENERS ARE MO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOM FASTENING TO PLYWOOD ISACCEPTABLE ONLY FOP, SIDE CLOSURE PIECM io. wHE-RE-ximRsFAsrmToNARRowFAcEofmuDFRAvaicFAsTBiER%iALLBEU)CATEDiN CENTER OF NOMINAL r X4' ("�) WOOD STUD (Y4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING),, WOOD STUD WtALL BE 'SOUTHERN PINV G�0.55 OP GREATER DENSITY, LAS SCREW WALL HAVE PHILLIPS PAN WAD OR HEX HEAD. 11. ELCO PANE1,441C, ALL -POINTS SOLID-SEr & BRASS BUSHI 12 1 SOW" SHALL HAVE 11r MINIMUM UNGAGEVIENT OF THREADS TWO THE BASE ANCHOR AND MAY HAVE Ell R A PAN HEAD, TRUSS HEAD, Oft WAFER READ (SIDEWALK 800) U,N,O. 13� MENTRUM EMBEDMENT AND COW DISTANCE EXCLUDES STUCCOOR OTHERWALLF11013HES, L4. � DESIGNATES ANCHOR COMMONS WHICH AM NOT ACCEPTABLE USES, 14. TznmNc ==ELIED FOR USE14M THE ANCHOR SCHEDULES LISTED ON THIS SHEET 314" WGI DMANCI - I ok� TYPE (F-) J SPAN UP I'D R`_r ?'m Yp Tv Iz-_ C1 a a C4 000" CI c2C3C4 LAS SCREW 41 48 S2 70 I2.S' I&V 16.1v ur lzrits-w 14.1- Cr' 12.W CV` 4.r 12-" 16.40r' I&W 7. S' L2 Jr jULR. i ICE' Ill 4,V' 12Z ILV 160' &r _A._6L 7�6` 3.3" 1 11:ri� .11, *14X 1-Dr 04M aa vmw SCREW 41 48, 52 n IzS` W, 1215Y 160 IS. Ir Jir IfLI" ?,0' 12.5" 12AS' Cw COP" &0" IL2' 7.r S,ir 44" IzS1 115' 116.7' 14jr 5.4' IZS` ICV17,r 7;7ejj-o- T j.'F �i _4' ILY & Y%W' I x 1-ve Emm 33 TAPGREPICRAS, 41 48 * NOWNWA"NOW 52 70 Alt- I&W, 15.6" t2.r 6.01140.ir 11.91 I&V 7.4' 12.r Mir 12.6' Izv IcV, Cr 11�r ICD1 9.9r, EFF ifiicr 4� I2.V* IWr 7A" L2,5" 14, 61 6.25" FAR; W560- 33 Mr.N15=1s 41 4, goo Sz 12.5" 1"" &17 .12-7 I&V`� 6S' i2.r CIP 12�$- ILA- 5,61 C2w I(L71 3A!, 612Y 12S' Me 6.2r CIS, ilu'! mm ANCHOR SCHEOULE APPLIES TO ALL PRODUCTS CERTIFIED HEREM, OUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACM, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCHOR SCHEDULE PSEO ON PANEL FASTENER SPACENG, THE EXISTM ST1hF;TAE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGhnvt DESIGN MATERIAL, &ANCHOR TYPE LOAD ON SHUTTVR A94D SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONK-MON TYR BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF C4meCTION TYPEI. 3, 'PANEL FASTENERS' ARE STUDS USED IN CON3UNCTION WITH ALL MOUWM EXTAILSIONS ISE 6.25- O.C. PANEL FASTEMER.SRACINGTABLE VALUES FOR ALL -tr- AND -U-44EADERS (INCLUDING BUIUDOUT CONEIMONSI, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH KWUPACTUREPV RECOKMMWTIONS. S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6: mammum immww SHALL BE As NOTED IN ANCHOR scHwum 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOeS,STUCDD, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE, ID HEWN SHALL BE EMBEDDED TO OWCAACRIM CONCRETE ONLY. S. CONCRETE ANCHORS NOTE 9. WHERE EXISTING STRUCTI)RE IS WOOD FRAMIXG� EXISTING COMMONS MAY VARY FIELD VEMY THKTMVMN5tS AM INTO ADEQUATE WOOD FRAMING MEMBER% NOT PLYWOOD. PASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR. ME CLOSURE PIECES. ICL WHERE ANCHORS FASTEN TO NARROWFACC OF STUD FRAMJW FASTENER. SHALL BE LOCATED IN CENIER OF, =tNALr2W* %A(MIMN WO% -,TUO,(jV EDGE DISTANCE 15 ACCE4PTABLE FOR WOOD FRAMING), )S L.L W G-OM OR GREATER DENSITY.LAG SMEW SHALLHAVe PHWP5 FAN HEAD OR HEX HEAD ii� RIMOVABLEANCHOnARE: ELCoPANeLt4A7E,ALL-poiNTssotm-SEr&BRAssmmow. 12, MACHINE SCREWS SNALLmAve &M MINIMUM ENGwsmzNT OFTWEADS Mm THE BASE ANCHORAND MAY HAVE EITHER A PAN W.46, TRUSS HE", OR WAFER WAD (SIDBWALK ROM 11MOL 13. MINIMUM EMBEDMENT AND EDGE DwrANcE Exajjm srucco oRoTHER wALL FiNsHm. 14. 10 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USM IS. �k DrmcTmowmNGroNomoN& 16. LINEAR, INTERPOLATION IS 14QT PERMITTED FOR WE WITH THE ANCHOR SCHEDULES LISTED ON 7hiSSHEEI, E9 I I A gig fil iQ 0 Z! i I if En Lu 1.9-2394 - gig Sm o IINU fewo I ingg j c- _cz (L) > c- 0 0 0_ 0 o 2 cu 0 cn :L-- =3 cz cf) C 0 0 0 0 LJL cu M U) 0 cu 0 > 0 ID CL co m cu -0-0 < cn c- =3 > 0 o- m 0 cn cu LLI < z < SHEET NO. SH 1,6 i -F-11 11 11,1MI [I j I i I I -fF----- I I- r w r