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HomeMy WebLinkAbout6656 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: I = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF ?mqw�, o STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER ----ELEV NUMBER 4 A15 SHEET NUMBER 4�---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL 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 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL 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. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2551 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS S► SH 1.2 HURRICANE SHUTTERS � SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS -` SH 1.5 HURRICANE SHUTTERS r WP 1.0 WATERPROOFING DETAILS v WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE, NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. 00 Ln W a 0 , 3: w 0 co o' M N r UP A�E -C t co rT, 0LL8 oQ • N w i7 : Z LcO E� C) ^' c CO n W w 0 �- ULI W H~ w J wI�-zs C� U �°- Jrno3cr c",o'�o I- 0 z LL LL O z g 0 0~. U Q o�ozOo 00'n z a Q ��d0Z wozZz0zdp�CL (n CL Q Z ¢ow¢�_wz� oa, LL 00Cr 5Yez a wa 0 Fau R O O ZW O F- �1- (MO Q � M r�- ���ti F- X IZ M V'- z >- < O Z V Z W JO cc) Mj '� ,i Virtual Plans Review for compliance by Debr N evi am th t Ann w'A lets e 2 41 sift. an 20 F hd P Ids: ap C 7 210 rov h O C N N N N N oo�000 N z o U' of N _` IV^/ LO w � p � O N o M C � O � C (O 0 } Z Z Oa W Z _ �--+ 0)O W V zz 0 O O C)�� Lo .Q ::)z> 0wo or, Z I a �n 1:m=W �2 fV ZOM �- QF-D N Q V LL gZLL Z Z Z az � U g O p W z Z w W N > CD 0 LAST PLOT DATE . . May 8, 2023 z 4-0 J I COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) 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. 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 10 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4o ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7O WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. FOUNDATION PLAN (ELEVATION B All = 1'-0" M N O y ® F -47� LO O 00 LO Of Z Lu q /N >o0 0 yJ V .r -0 U cc M m 0) N N V -0-0- a�, E 0 0 u- 8 0 do � V) t� W w a �- � c V 0o EM 51 a V) °w vi w0t' w w J w 0 C7 Q LJ.I VF- � too '.crUS LUOx0 :3 0�Ow�Z°p-0— p00� 0u LL ¢Q OZvwa.pHw_ow z �zz�wuoaU�o- Q d�wwoq LL 0w °j � ¢ L0 u. O Z LJJ 9 I-_ (n = ti 1.-7M O M Q � I,,— U) ti i—wa..M fa2� ZU� z W Lu O IJ co Ju 1 2023 Artua e l Review � Assi zt, I Plans F DVie'NC"n pl ed nd ppr 'ed for compli nce wjt t e FB 7th diti n b Debra Ann lahr PX2 00 N OO O O O O C3 N N N O o CD c�N CD M o � a cl• o l ' z 0 N U `o O N M 4 to 6 ! 1 co♦/'� Zz V, q Z W O w � zz O� �--+ O " 0 O LL,L)0N O 0FQ -� z a —a � Q Lri = w = w co H2 cV w zo= CO w a O <�Z) zo�q >. N Z �W Zw Z �Z F pU ow z Al z Lu Lu J N O LAST PLOT DATE Z • . O July 11, 2023 MONO FOUNDATION 'J PLAN B 14'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 00 U') 5068 SGD 30'-0" OVERALL 10'-4" 5'-1 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 BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) -11 / R-13 KRAFT It 30'-0" 2'-10" ,_ 24'-1 2'-10" _ (2)2X6 HEADER 3 1/2"' Z-0" SEE Ill Ti- T t SH 25 SH 25 2ND FLOOR SH 25 00 HD AT 7'-3"HD AT 6 -8 WINDOWS D AT 7 r-.. EGRESS -�"HB EGRESS I& �� EGRESS 00 GREAT ROOM 0 BEDROOM #2 co 88 CLG 100 X12-4 r 8'-8" CLG Y 7 5/8" 16'-0 1/4" 6'- 0 1 /2" 10" 5,-0„ 7 5/8" (2) 2068 BF 6" WALL N (3) STUD 2x8 N COLUMN _ HEADER BELOW �'�6, SEE Q/S 00 R&S--N -- 8 �4�12 N SH 12'-10 5/8" 11 9'-2 1/4" Q 3'-7" 2' 2" 2X4 KNEE M WALL, TOP II a AT 34 1/2" 2� s I u II 8CC GN y C w BATH p "' 8'-8" CLG DINING ROOM �� w 0 _z v_ 8'-8" CLG 9 a i ❑ RANGE coTP n w W/ HOODC(I IIa TB N- 2 ,? F_ (V _ L M J •JIr-Jlt O _ N00 f` QQ N 1 C? iv W 7 5/8" 0 6' WALL �Op 2'-3 1/2" " N � Up IAJ p X-4 1 /2" 6'-3 1 /2" m '-3 7.`8" 8 -8 1 /2 ' �� 5'-3 3/4" 7 5/8 = PLUMBING--,N PANTRY A3 STACK WALL -�V 6-7" REF 5 1/8 B.U.G. 4 16" N ----- (V d' 3 - 4" INSULATED W/H 3 A2 00V S3 BRG WALL PROTECTIVE (3) STUD COLUMN BELOW BOLLARD N 01 �20 MIN FIRE RATED J 00 00 DOOR W/ WEATHER S6 STRIP N ---- 0 _ (2) 2x8 ai HEADER g " SEE Q/S4 TWO CAR GARAGE 8" EXT g in 4" INSULATED 18'-9" X 20'-0" FRAME ---- BRG WALL ~` N ---g - FOYER - --5 M 8'-8" CLG CC 53 N 2 1— — — — — — — ---LINE OF GARAGE IN OPEN POSTION A M SEE DETAIL D/S3 00 FOR FRAME WALL TO CMU CONNECTIONS IM SH 1/2 HD AT 6' 1211 TEMP.G 00 CID TEE BEAM TIE BEAM Q _ 1 -4 4 7 4 -1 AT 8'-8" AT 8'-8" 00 w8 BTRG I 16070 HB P: Q TIE BEAM IT --_33M — -- AT 8'-8" j � __ � LINE OF STRUCTURE a0 ABOVE Oo V-4" 17'-4" 4'-Il L 2'-0" L 3'-4" L 2'-0" 18'-8" 30'-0" TIE BE/ AT 8' FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1 1-011 c 60 w P: : : f1T1T1TiTltiTlTiTiTiTlfiTiT1T1U`►7iTlTififiT1Ti11T1�Tifitifitititi y11 a, titifititiTlt�ltlTitlTitltltiTltitltlTitltitigtiTltlTitlfltlTlTitlTitll ; � � �: lfitlt. �TITI?J H 11 11 BEDROOM #4 M BEDROOM 1 1 H 1 CLG CP « « F 13'-0" a LO -H #2_ H 1 « CD F •. ATTIC Q14 1 LOFT•� 1 1 « 1ilk LOW C14 WALL ►~ r DRAIN ►~� DN SHOWER/ 11 llHEAD & 00 VALVE ♦I'� `` •• • 1 ' CLG IY �Iloom • �.OWNERS �1 • c . 1 1 ' �� ■ �J 1 , t! : T1T1T1T1T1Ti: : 7T1To:1T1T HEADER -T8" F r EXT r FLOOR FRAIVIE WINDOWS WALL h h h MSTA3' STRAPS H r �1 TO FLOOR •; eLTiTiT1T1T11; ; lTic.UTplTlt� TRUSS BELOW .: �71T1f1tlTiT1T1T1T1gTJ � _ � t1t1TiTN�'.7/fifl?1Tl''-: -- SH 25 SH 25 • EGRESS 1 . I 1 1 CANTILEVER 1 1 a-\ 11 SECOND FLOOR PLAN - ELEVATION B 1 /411 = 11-011 -4" c? N (n w v, a IX Xw x M Nr w tzn Q 0 = w -4" 0 N rn -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW TOP ( ... .8'-0" _r STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGll (R/S) = 60" A.F.F. ROD AND SHELF (DBll (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM, 1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB ,A = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING 3 WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1112 to 6.9.12 pitch, Exposure C, Heigli ft, Importance Factoll End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) DS SAP EACH SIDE) CENTERE d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL Ti U.N.O. SEE PLAN I1 w O z w w 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. 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W U �t Q LU �( In F - 00 Q >- Q Z 0 f— w W _� CO U 21 02 Virtual evi �j A s s, l c �p Plans Revie co plbt d d ro for compliance ith he 2 20 BC !,tbtfitio by Debr An ie KI. ihr X21I3 i 0 N Oo 0 ti 0 0 N M M 0 0 ao No Z o CD ' N �000000, N M � to t0 I zZ Qz w O w ❑oo O U U LO 0 or< Q Z l = W a 0 m~o N zo= . .(¢ 111�❑ 0Zw�o N („) " Z Z aZw N OU 0 lZ M� 00 z Z w w J N LAST PLOT DATE O . • May 8, 2023 Z 1ST & 2ND FLOOR 'J PLAN B STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 10" , ,1" NOSING t0 °' RISERS CUT FROM 1x MATERIAL TREADS CUT FROM /,--2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" M N O N 00 00 Of O it z Q V) N L E >O o V C 0 u A (c V) V a [ E O� L u 0 u— 0 U '° t3 W ` co E a W W W vi Lu Lu �� w J w ~zo: C7 Q Q U �O` J`�p��d� cY)00JO O zw32z0�Op�0�❑~d� dU OnEzp�Fww5xm � m � OZ - UzWzwUCL a,w gY d LL flQ OLL� O O QF-dLL 1 0 Z CN O� O pF- cMO Q co M L0 `L rl- z In M tb < ZVIa— W W J0 0 J J L 212 3 Virtua Rev ew siis , In . Plans Revie co plet d a d a pr for compliance ith h 2 2 BF th E itio by Debr An ell h� X23 D N C) 00000a O � a � a N N O a � a N z 0 0 o 0 0 ' O NOf 0 0 0 0 0 co07 z v, "s z w O U VU� Lo O aw— O F O Q Za- w= m- Q 2 N w Ono . w IZ }xD �� Q O ZXO >= N CU w Of Z Z az �z �� 0 0 12 m � z z w J LLJ N 0 LAST PLOT DATE 0 z 0 .J STAIR DETAILS q 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) I�aaaaaaaaaa�aaa��aaaaaaawaaaaaaaaaaaaaaaaa�� 0 ��/ WE 0 II�:�� %:a�i i� ��'r�► �—�_�_�:—ice :����� go ice,• • 14 MAP cm 01 III (I 1 1 1 1 '/�•I :� � lei -- ----- �— ---.— � lei II' � Ili lei � i��:i�IIIIIIIIIIIIIIIIIIIIIIIIIIIII-'E.IMMM i—'ram: ice•:;. 4, mv Pew- / �1 0 MA / M w,w, MIA, ME Lim, / Ili �• . Ill ►o ►;� ►;� ro ►;, ►:� 0 1 FLOOR FRAMING PLAN (ELEV B. 1 /4" = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS U. U_ 0 ao o Q M M 141) LO M S6 SIMPSON HT' FROM TRUSS TO BLOCK 30'-0" M to y✓� U U U CJ1 CJ1 li ii II i CJ3 Ii ii EJ7 i CJ3 11 11 II II I I CJ5 1 I i CJ5 1 L_ __J —_J A9G I II II A7 DROPPED FLAI TOPSOF ----------------I— HIPS FOR FAMI G (GIRDER NOT OPP A5-7 I1 - III ,I I I --- ---- -------------------------- I --------- )J 7 I 1 I u 1 BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER 1 L-------------AHU IF NEEDED (SEE ENG) ::::�.�--------,--------------11 J I1 I 1T AlA ---------------- , II II I1 3 II II II II II II 1 1 J I I L-------- j I V-00ir MINE-_ 4 it ��/ II ------------------ ---------- ------------------------------ II II rT ------ JI---------------------------- II Q II II C IIin II II LID 0 II IL -----� II II 11 II I 1 1 cCv J 11 S6 11 II A2 -- ---- —_T 1 r---� r-------------T II II II II II A4 II II 11 II II II II II IL---- L------------------------- ------------—----------- — A ----- I J DROPPED FLAT TOPS OF I HIPS FOR FRAMING I I j j (GIRDER NOT DROPPED) A8 II �1 II L ---I L------------I A10G 71-01I 1 2 _� 1 I 1 1 I °? � CJ5A CJ3A ii E.17 c7 sJ I 1 I m II II g 1 II II CJ1A 11 ii o II 00 I � II II I I BGE 10'-0" 61-4" ROOF FRAMING PLAN (ELEV B. 1 /4If = 1'-011 HANGERS a = LUS24 SIMPSON Q = HTU26 SIMPSON J L = THA422 SIMPSON SHINGLE ROOF 4F 12 12 01 HEEL= 3 5/16" _ -- PLUMB 2X4 CUT 13'-8" CUE SHINGLE ROOF HEEL= 4 1116" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r— 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. 1 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR 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 MOD;FICATION 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 "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16' 4. USE HETA20 FOR ROOS. F TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY PLEASE REFER TO ENGINEERING PACK FOR DEFRAMED.TAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 c CJ3LO U CJ1 U U 1'-0 5/16" 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -Ell pan or less 30' to 80' pan 30' S Spreader Bar f80 degrees or leas 1 1/2 �1 f� 2/3 to 1/2 line span approx. Ta line span rox. REFER TO BCS- -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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" Q.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION 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 = 3'7 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 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 SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENCINEERINC. r • YGN&I 0 1���� �i�i�i�i�i�i� ��i�I�►�i'!i�1 LOAD# DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC 08/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3 13 18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERT ON FLR TRUSSES ® EXTERIOR WALLS ARZ 10/19/18 RDO1 Revd cant at garage rdg 9119/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER —� CONTRACTORS --- - -- OF' AMERICA 3900 AVENUE 0, N. W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC SLOT BLOCK J DESIGNER PAGE SLC DATE 1 06 11 15 1 LAN# SCALE N317639R 1 4 "=1' M 0 N LO LO 00 Lv D ° a`,4 ? x + U.I O - r W r z (D r- N U CO m� m N V �C) d a :0 LL g o O Q 0 E� W V m 0 � O a a JWW OW~UJ Z V? OJ O .ZQ zZ:aa a o_, Qoo zLU°V5ZW < 0z oo LL Q W �I—t— gLu 200 g 0 oI_QU_ 0 0 Z CV OLU j (/) b �M O� J P_ 2 U)Lo � �aM ao `= U Q Z Z 3:�- LU W0 J M J11L 2 12023 Virtual Review As ist.lnc. Plans Review dorrif pp rove for compliance with the O OIF� C 7 2�0 E Ion by Debra Ann,K(a r'P N D ONNNO NCON ,- O-N M M o0�00 � 0 � z O N IX � O O N O M O 4 O 6 O tD 00 Cr }F ZZ Cl) Q W 4_0w 0OZO M O UUV CaO I( oo °� l"� a—Q Ln wQ Wa= (' �� N IXZo= C %- O < =) z,0 N Q U gWU_ Z az �z U O a W z A4 z WI,- J 0 > O LAST PLOT DATE a a May 8, 2023 z 4-ill IIIIIIIIIIIIIIIIIIIIIII� J FRAMING PLANS B 0' :z (V - io to 2 LBS. EPS �4 FOAM 1 1/2" -011 04 AV- 4 2 LBS. EPS o FOAM 2 1/2" 6 _BRACKET DETAIL 2 LBS. EPS FOAM 4" 4" 4" 4" V 1'-4" 7 WINDOW �DETAIL D-1- ROOF FINISH PER ELEVATION 12 �5 ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT 8 �r _ r DES A L 'Iia _ _n 0 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7"X1" THIC PAINTED f TRIM BAN 6"X1" THI( PAINTED TRIM BAN 10 rr.,_..rvr. ■ 8"XV THICK PAINTED RAISED TRIM BAND— co 11. '1/a;. 1 no, 6" L 8 A5 ELEV AT 18'-0' T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF \ ELEV AT 8'-8" — — T.O.M. WEEP SCREED TYP. hi A5 CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF �mm�mn�m��m�•�-- —� %- ELEV AT 0'-0" 1 ST FLOOR FF co FRONT ELEVATION B 1 /411 — 1 '-011 W.m •��l►_ .uirI�lNal.�. ELEV AT 18'-0" T.O.P. fr- ELEV AT 10'-0" �? C.J. 2ND FLOOR FF FLASHING ELEV AT 8'-8" _ T.O.M. WEE SCREED TYP. 5/8" STUCCO * Zo ON CMU ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" REAR ELEVATION B 1 /8If = 1'-011 z � g J (' c _ N* 7/8" STUCCO — OVER \'­ FRAME A/C UNIT CD AND PAD ti 12 51 4' OFF RIDGE VENT SHINGLE ROOF Ir111�111�1�111%I�IIIII�III�I�III�I�Ir1�I�I11�I�I1111�Ir111�I11�I�I1111�I11�I�I11�I�IrIQ�l11�1■IIIII�IIIII�III�I�IIIII�III�I1­I1-I'II■Ziff-IMIIII IIr111■Ir111■IIIII■Ir111■Ir111■Ir111■Ir111■Ir111■Ir111■Ir111■I1111■I1111■I1111■I1111■1r111■Ir111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■Ir111■IU. • 1 /8" = 1 -011 T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. -4 A/C UNIT 2'-( AND PADS I ST FLOOR FI LEFT ELEVATION B " = 1 '-0" 1 /8 4' OFF RIDGE WGAIT SHINGLE ROOF CASING BEAD W/ WEEPS OVER FLASHING 9'4" 6'-0" 164" W 077 � o Uv N - - w 0 N J � u iri 4' OFF RIDGE VENT � o✓ SLOPE p z W E5:12 WO z W SLOPE 0 -v -v 5:12 W a ON 77 co in SSE SLR 5:12 5:12 SLOPE — ON J 77 Ln 00, SLOP 5:12 ROOF PLAN B 1 /8If = 1'-0" FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 1 EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND 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 FLASHING 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 LEAK PROOF, 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. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) 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 SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: " G.C. VERIFY ROOF PITCH 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" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL R806. FREE VENTILATING AREA SHALL BE 1/150 THE MINIMUM NET 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 TH SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. MLUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) IDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SO. 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 / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT i M N O N 00 a LO CO ---- W z Q V) (D O LO z, E L 1 f? o _W go y N CM 2 �U y_ 41, � �Oo 288 •� 0 U- o 9 .� s W do ' Q � c Q) o � 7C) a a w WW Q W iWY O Q Q — >J QLLJ OX�N 0 3o LL 000JO =)OHZE OZ20' -¢a 0 O W Z oz O W m Z u�O11 W�cnwIx U 0 -1 0 L- Z ��a¢OwQV5ZwZOwUp OW gii gwz<t OQ 0 =O Da O O Z N W O z 0 M Q co CO a- (/) L L 2 W z ui F—�CLM oo ZV� W W J O JU 2 1 02 Virtual Rev w I ssis . In . Plans Review co plet d a d prp Editior compliance with he 20i B th ie Klahr �ebra An O O O CDN N N ' N N W O N N 1 z 0 N0 CD �wj O N M LA CO I CO ZZ V/ ¢W C) 4-1 W Zcn 000 4_4 O U U u) O 0 0 < r-4 Z a —a a = w In 0 N p~O Zo e . W�� Q O zwo N • z az Ln OU 0 W Z A5 z W W J N 0 O LAST PLOT DATE . . May 8, 2023 z.4—a 0 EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /4'r = 1 1 -0" LEC ITER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 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 RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 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. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 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 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPII4G ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets 1 00 AMP P 200 #12 copper to 20 amp ckts #10-2 copper to WH 11110 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL + Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH- 4 1/2" DOOR JAMB DUPLEX OUTLET ih TRIM -- BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL 4? S—'SMOKE DETECTOR MIN. 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 �- SWITCH AT 36" r 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cs SMOKE DETECTOR O SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-18a 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 c 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"CLG MNT WRAPPED FLUOR LIGHT F-F24:R 24" VANITY LIGHTING FFFF 36 -;;R 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN ,tA DOUBLE FLOOD LIGHT W/ COVERS AND ti 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION -N&3 ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER (Z THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 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 RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 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. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 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 2016 NFPA 72 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 NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 1'-0 " ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET co TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR MIN. 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" CE 220V OUTLET AT 30" D 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 SWITCH AT 36" -69-- 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —o a 03 40 60 C8 50W PAR20 NFL 4" MINI ROUND RECESS 00N, 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALLI 4 CLG FAN PREWIRE AND SWITCH DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE 40W A 6" ROUND OPALEX - TUB/SHOWER 50W PAR30 NFL 6" WHITE BAFFLE 50W MR16 4" LOW VOLTAGE NOTE: ALTERNATE CANS MAY BE USED IF APPROVED BY OWNER COMBINATION CARBON MONOIXED DETECTOR/ SS SMOKE DETECTOR C SMOKE DETECTOR CU-182 UNDER CABINET 18" CS-183 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"CLG MNT WRAPPED FLUOR LIGHT 9724:1 24" VANITY LIGHTING F;;F 36 :rmR 36" VANITY LIGHTING �4848" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND v 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'4" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) 32Kr MASTER STATION -EiZ] ELEC PANEL ® VACUM OUTLET AT 12" 1;Q CEILING RETURN AIR ED A/C REGISTER (T)i THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM 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 PREVE14T INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 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, ACO-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: FBRC 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 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 ENCL031NG 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 R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTIIUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL. INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCF 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 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 RA Y T M' ARE T BE DESIGNED T WITHSTAND A GU IL S S E S 0 SIG 0 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 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 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 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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 C90-14, 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 = 2,000 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 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 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 Kai ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.Q. 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) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), 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, FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/spprinkler systems includingg all risers and spray has s shall not be installed within 1'-0" o the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete oyerpg and mortar along the foundation perimeter must be removed be ore extenor soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R 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. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R 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. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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 DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD 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 DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Cn N N 1 ' 0" 7\ j ilk C , t•Yy v W 0 Q N 0) LOry E L 0 b o W 0 M w C E u 8 o Q .Ns ^` wa^ QN C L 00 �10 W CD a CA LU W L_ W J W W O I- ~ ��o20 QOLU Jco 8co u-8 U. 0WXWOW0W0�m�zZ� C< (0 O Z �QaozxnZ_Z 0 LUZ oona -JoW �_FQ-� Mwa Q OQ 0 D<, l! O Z W 0� (n J co C:)Q 0 F- w CO) � It C� c - LU LO F- = C6 C oo ZUH W w J� O mi d- JUL 2 1 20 I 23 Vi tual Rivi 84 SIS Plans Re • Ncomplia ce ith he 2 20 BC 'ph ov E Dd itio ll O by ebr 0 a Kl hr 23 0 0 0 0 0 N C) C)O 0 O CD � N Z. 0 LU > N 4 I I I L coU0, / ZZ V QZ W C)Z W Cn 000 O V (-OVA L 0 0�< r Q Z aofo- = LU F LU co it N ZOM ■ ■ w CL QH� s >' ^' V Q 0 goo W W Z Z0 aZZ U O g F- W Z SNO Z W LUN 0 LAST PLOT DATE Z .. 0 STRUCTURAL -- DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH r.. WALL SHEATHING r" II , II II Its II II l I f I x1-112" LONG (3 4%1" CROWN) I � 16Gr�x1-1 ^^"1 LONG (3f4"_ 1" STAPLES (^icy) 6'" O.C. VERT BETWEEN '- STUDS (NOTED THUS:—) - OFFSET I I l CRC}1i',I;I STABLES jai b°" STAPLES BETWEEN STUDS AS SHOWN _ O•C. V'ERT INTO STUDS —� (,NOTED THUS:--} METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* *"ONLY APPLIES TO LENNAR TPA,JAX.*' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H 51-0" STUB -OUT FOR GAS METER C e O (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" 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. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-311 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1IT-011 (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-411 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 01 w m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •0" (TYP.) + + 4'.0" + + + 4,-0„ + + + + + + + + L� +++ +++ + + + + + + �' +++ + + - ++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Uri \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1 140 MPH (1.110 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB ou f IV1 1JF1M1VM IYAILJ t_W V V.V. CVl7GJ Of + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR W RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x—+ 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FbR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 128" min.) Small gap 2" min. max. � 4 max. _T Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2° min. required when indicated or 4' max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmo thcof uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1116" details in One 10d box ;4� areas=20 of high 1 or=20 sinker lateral load. T nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at R" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 214 or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI 5000s 9-1/211 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5 9d 6-8d 16" 2-8d BCI90s® -16d 3-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing e. 3" max JOISTS OFFSET N.T.S. Use 10dxY nails at To.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 617 A 1 a" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Round Hole Diameter M) 2 3 4 5 ° 6 7 8 �8.875 10 11 12 13 Qtangular Hole Side (in) `V-7" a 6, 8 9 10 Any 16" joist S1-an (ft) 8 V-0" 1'-1" V-2" V-2" V-3" V-3"' 1'-11"" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0"" 1'-'I" V-2" V-2" V-3" V-9" 2.-4" 2"-11" T-7" 4'-T' 4'-9•" 5"-4"" 16 V-0"" V-1" V-2"" V-2" V-7" 2'-5" 3'-2" T-10"' 4'-9'" 5' 7" 6'-4" 7'_2„ 20 V-0" 1'-1" V-2" V-2" 2"-0"' 3'-0"' 4'-0"' 4'A0" 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1 "' 1 "-2"' V-3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8" 4" 9' 6" 10'-9" 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. %" 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10.10d nails. \nstall tight to•top flange. Joist hanger �✓ \ 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 P required if hanger flange is laterally supported by joist hanger. doesirt meet height requirements (B 0.6 X Joist E depth I -JOISTS BUCKETS N.T.S. SIMPSC w/(22)' NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'°• • . • FOUNDATION INFO d' " a STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION 4. I I —1T F_ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0PVC OR SCH40 SLEEVE " CENTERED @ PIPE PENETRATION PLUMBING LINE q d ..d e a .a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE . -9 F/— G ,r SEE FND. PLN. SIZE & REINF. as ch N O N u� co LO •r� -� �i rj '•' \" Z W 0 ACC 1, `d ,P� . ` ( ' L'F ,o�!�a � `• � 0 Q E W > 0 o MC N ■F V �O - a u 0 LL o Q U do 0 in a)tr. V LU aN Q E �? .m a a LtJ Ur LLI W W g" W J W Mst- 0 O J�OQWQLL�00-i0 V a¢ TOLu O?W0 Z cy O"OW00coz �Q�PzI`_0 pw0 a. O O n W H� � W 0 Q Q a 0 oQQ U.O u i O Z W 0� W O O 0 f- M �U �� z U,~ F—tYaM T— oo V Z LUw0 J 0 It Virt al Rirview s I ist, nc. Plans Rev' w mp ete and app ove for complian a wih th O O F 4X230 C 7t t Ed ion by 0 brain K�a N O o o 0 0 0 0 0 CD1 M co N O a CN � o I 0 N ' n LU W O C N O M O co ZZ U0 Qw O W 000_ 0) 0 V LJJ 0 Lo -0 0 ova Q rl Z I— CL Fr L w co it LU Wr F-O c'V zo= ■ ■ W < F- C0 0 ZWO N V W z u_ • � z Z az" pU _0 F— W z Z J WN o 0 LAST PLOT DATE Z ■ ■ 0 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ FTP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S"MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #6 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE r a• e Z 00 D ;0 6 MIL VAPOR III D _ = z_ BARRIER ; p 4 _ COMP. SOIL. p '- (COMPACTED TO 95% — m- — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" 7//_ O.H.D. RECESS PAVERSZ :.• . 4" _ r- SEE A/S3 OR J/S6 IT Teri IT FOR REINF. INFO. T13" MIN. CLEARANCE 1' " (1 STORY) / 1'4' (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) � D tp D �f�_ �_ � D I'T lrTT_r TTT TTT D G 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH . p 'D'1Tf-1Tf-1Tf—r q TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOL T INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 3/8" MORTAR BETWEEN SLAB & BLOCK 5/8"OR 1/2" HIGH STRENGTH — -- '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ Z---4NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2'1 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.) 2" WWF OR FIBERMESH 3 1/2" MIN. p• a3 1/2"(min.)- 4• 00 3112"(min) l—lll _ 1J�I— JI-1--111=1� IT1— lI-1 (2) #5 CONT. mIIm�ml '17�r 411 1' ^-YI, 811 U.N.O. MIN. TYPICAL BEARING BEARING WALL @ STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GOB 0-1 �OVP ���os 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. ��IIIr '31/2"(min.)-4" 00 31/2"(min.) 4" �� ITIIif (2) #5 CONT. 4" rrrrr{TrT�n r rrr8 �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY ,CO �N OJs 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P,T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / NOTE: SEE FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL N F/OR ATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 SIMPSON SP1 w/ (10) 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8' THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FRAM r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE E CV D ' D ' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy a a . '- FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a 'j TTT m D g 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) •1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. • 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH CO € p D' I I —III —III —Ili TT[=1T[=Tff=T .- �. ..—----------,�,- ---- . • .:... =111 u REINFORCING v 11 1 11 �� 1 ��� II--110 II MA u u#5 LAP SPLICE (COMPACTEDCOMP. SOIL. 'u u u u u n ■■ 11 11 11 1I MODIFIED PROCTOR ASTM 10" REINFORCINGr 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION I ft, — TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a a GRADE ;0 _ -(1) #5 �1 �REi� BA��R � Its w/ OPT. II [—T[—ITT— ITTT— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D. RECESS E cM ' N • ..: .', • I I i OP SEE A/S3 OR J/S6 �i i;,�1 •, — FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE SLAB TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �,S3..,) INF VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N ° ' . AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR " &LAYOUT DESIGN TOP _ T� SEE ROOF PLAN HTS20 FOR STRUCTURAL := c _ _ — a _ �, �, ; • III (2) , : I� BEAM SIZE & N . — a CONNECTION INFO r) - ° . ° p �T- 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 I ,I I -III= rl(� "� I 1 MIN 7/16" O.S.B. SHEATHING fi- 8 z ATTACHED PER NAILING FOR REINF. INFO. to SCHEDULE OPTION #'I 1/2" GYP. BD. COLUMN �ocarioN P¢ SEE TYP, WALL SECTION FOR ADDITIONAL ,T. 2x I I > aj SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LIJ 2„ HOLD GYP. BD. �_ w COLUMN SIZE AND BASE 11 ❑ 1/2" FROM BEAD SEALANT ❑ CONNECTION INFO. SLAB STEP &RECESS S.G.D. - - M p _p SCALE. 3/4 -1 0 S 3 �� V ' ••' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE r' d. d A' •... :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM LATE TO CONCRETE NIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB ° IL. v -r� co6 MIL VAPOR T_-s- �I I I III.= I f BARRIER — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 OOTING d U ' 11 Ij1T�1TT� i�mTTT r BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. CJ'3 M N O N � - F .; O w D: z ^N, (D N LO - E L o W C)(^ m cy) co N WM V MQ [ ��.. J O E 25 0 Ups •N i 7 V w 12N c" N s` o E W W 0 LU o w vi W 0 H F—Q 0:< zW xj�_jQOa�a1000J0 Q Q V 000�ZE,9222❑~-< O Ioa>azww-�QO -O " -wwLLJ aZO LL. Z F- woi¢Oa Q~U Ow I.- 0 x S �go IL 1 O Z 04 9 F' (n O 0 cMO III aCO _! Lr) � LL W LO iII— cr a. M CO Z V W� W J �O CD JUL 1 111191 Plans Virtual Rev ew errie ipt, I c. for complian e w oh1 h the let( 20 an 0 F app C 7t ove Ed tion by D bra nn KI a r �P) 230 N O o 0 N N N a a� o l 1 1 L0 wo 0 N 0 M 0 I LO MI c ♦/) } ZZ W Vz ¢w o W ❑0O0O 0) '+ O V LLJUV� 0 orQ � .0Z T--I a � a 0 Y / F-LU �w N = zo0 QH-j >_ N Q O gzx • • Z Z wj ~ OU a. _p F— .••0 z w W J N 0 LAST PLOT DATE 0 z ■ ■ 0 STRUCTURAL -- DETAILS - MONO GARAG 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE / SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SL� �TYp) SEE ELEV. I I SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD .+tr 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 SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ 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 NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. z'SEEPLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 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 21/4" 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 DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 r� •- • • _ .. •. • ■■III III■■ Milli 11111110 ■■!II lii■■ Milli llllm ■■III Ill■■ Milli Il�l� ■■I�� III■■ milli IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ;.:,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ahie 7 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" LI] SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT ' SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (�'P) 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 OVER WATER RESISTIVE BARRIE INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d \� WALL ❑ ❑ NAILS AT EACH STUD �V CL DOOR OPENING DOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR 2LE ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 WALL ❑ ❑ ❑ O/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN O.C. MAX) w/ MIN. 4" EMBEDMENT N KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD, 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON FOP PSPN516Z w/ (12) 16d NAILS a TOP 2 ROWS 10d @ 3" O.C. (14 iARAGE SPLICE NAILS TOTAL) EA. SIDE OF OOR I ' VB.�PLICE STAGGERED • • ' N. vvvn i nnv� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 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 SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) (4) (2) 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 2x CRIPPLES @ GREATER HEADER 16" 0. C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR F��NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SL�. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a'' /--10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U Cn 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 S _ TOP PLATE II _OVERLAPPING —10d NAILS @ 6" STAGGERED ro J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970#SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE !- 2X BLOCKING 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" 1_: Z, (USE SP6 FOR 2x6 WALL; USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 h ro 0 N o J tr 0 z N Nam^ E 1` ' o LJ M Cq v 4— �~ 2 M N V -OQ M I` 2 V �•� p�8 a�i Q Z •N w p- V �- C c cO ri 1`. o EF Q a a (i W P W J W 0 0 Ur V Q H D—LU1 U_V0U__j0 nXLLJQ OX00moz O 0 0a>C' wwv5wxa=) � zOUaOW�zW aoW�Zia 0 OOZ aLL LL 0 i 0! O Z W 0 F- = z �F-CMO Q M Lo LL qt U I%- F- �QM 00 Z U ~ WZ� W O J O qt JUL1 02 Virtual Review Assi t. Inc. Plans Review CoInple,ed nd a pro compliance with the 0 0 F C diti n by Debra Anne K Ir )�2 0 N O 0 0 0 IN IN 0 C-4 [�_ c M •- M N ' z O Nw Ln o N M 4 I! I Lo (n ¢ z w o � W oo_o O V U u)_ Lo .0 H O Dz> OWo '0 Z a. D- w L I = W= co HW 2 N W Zo= ■ W co OU N Q Z azU_ ry Z z pV o Q. z z w UJ J N 0 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9„ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS [IF >9" SEE 10/S6 45° t 2x4 CROSS BRACE--� APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL 2x4 "T" ON TOP OF PANEL BLOCKING, FASTENWITH 1063" @ 4" 0/0 SPACED @ 48" O.C. 1/2"x 8,1 J BOLT @ 32 O.C. MINIMUM 6 FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION WEB, USE MSTAM36 w/ (7) rT� 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 BLOCKING @ 24" O/C w/(2)16d TOENAILS @ EA. END ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION p SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 "L" BRACE TO EXTEND AT LEAST 90% 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" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE WEEP SCREED 1 INSTALLED PER MANUF. MOISTURE BARRIER L— SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS k--ra SEE STRUCTURAL NOTES AND NAILING �X SCHEDULE FOR SHEATHING DETAIL / SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR �/ SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO SKI�KER EXTEND AT LEAST 90%OF 2x4 CROSS BRACEWEB LENGTH & NOTCH AT APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) RIDGE FASTENED ATSIMPSON EACH JOINT w/ (3) 1 Od & H2.5A w/ (10) 8d (2)1 Od TOE NAILS @ EA. FROM LEDGER TO END '� BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" • (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS / 1 SHEATHING ATTACHED w 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 �- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" BLOCKING, FASTEN WITH INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOC IN 4" FA O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. !�5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) °° SEE STRUCTURAL N NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS 00 2"x4" CROSS BRACE APPROX. 8" FROM 1 1 2" 1 12" " RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL NG OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOORR TTHHE (2)16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ° TOENAIL i (2)16d NA 12" ,SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES II 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL l 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 20 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% 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" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S6 r WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S`CJ 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) r SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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-O" T-O" - 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) _Uu I..C'ruma GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ti% 9c4 0 CORNER JACK 0 Y a Ud w z 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL TT2 GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL-6 SCALE- N T S_ S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-U" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. lk 01 11121 �� NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BZOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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. 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TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEEREL) WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 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 INSTALLATION PER 1/2" GYP WE CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c . d . 4 .. N • • G 4 . ° • .A l 4 �•(111 1L • ' y 6x6 W1.4xW1.4 1� 7�7� T7� 7.7•T •' a WWF OR FIBERMESH it i IITill�I I d • 4• 4 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 WI 8d @ 4" O.C., 2 ROWS 1X2 NAILER J w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 fn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. I��INSULATION PER y CHART ON FLOOR PLAN B R S6 - S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LL 0 4'W" INSPECTION PORT AT It EACH FILL CELL TYPICAL a. AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH � 410 6" BELOW GRADE :INISH GRADE00 "1 Jll _1j_1iTLSTD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114 TYP 2-STORY WALL SECTION ,1 SCALE. 3/4 -1-0 S6 0o r o z SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDI, 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---. *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED 7 _ FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4' EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-01' S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1�" ^ 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1Od NAILS TO STUD PER STRAP L•1�. SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE A 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • d • 4 4 d4 LI-III• CO III T�( I Im° �° 4° III � T I �I I IT III I I LTI II i II I II i IIJ ll i ll l l CHAIRCONT. M N. 8„ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION, G B 15/32" OSB All EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS RL•QUIRED PERTD o SECTION X-X U NOT FULL HEIGHT SHEEC z G FLOOR SYST M f(2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING S EDGES (SEE OPENING SECTION X-X dU C x E 2x STUDS BEYOND. U' SEE PLAN '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rl r\/AT1^L1 r%1A/%11AR/ 3/8" "S" = NP SPACIN S 3/4" e SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cF <p0� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yo' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -I PENETRATE SURFACE MORE THAN Jj". z _ (�A NAIL AT BASE 2 ROWS @ 4" O.C. w! 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS (ID 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL LL w PLYWOOD SPLICES a HEADER - NAIL SHEATHING TO HEADER O it w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - a MEMBER IF GABLE END = U. NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR _R� 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE o ?0, / FLOOR AMR TRUSS / SEE PLAN FOR REQUIRED` - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL / M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH " ; d . • E d •: N ' .. M -III-I -I -I I ....•4. .. A� . IIIIIIIIIIIIIIIII HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 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. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE mm .T JU—I l (3) # 5 REBAR ON Y CHAIR -/l 4" I 1'.8" W/Y MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. �7 M N O N co l5 ul z'``zl 31-,, to .�% Q 0 0 1v LO E �. � o cMe ` } N �'■ O 0 M V O -0 om w= � QM u� _00 LL g Q .N O W o QN c o E� 0) a r ^ W W J W 0 E- It 0_ 2 Q W X J Z 0 LL R. O z LL UO Q 1- J O_ OcnO Ci I-- OLL00:00MZ z�d cnWna.wo)Iw �LLw_ JaQoW�°z_WzOw�oa U) O Z 1 w '2H p m w a Qm Q Q U_ o =O D U- i O CN Z L11 0 >U)O 0~CMO J Ltd I- 0� 13- cM �Cl- 2v- ZU� Z W w0 J � 2 1 13 Plans Virtual Reviewco Re iew dle i e� t. I nb a C. for compliance r e An ie K ahr X2 00 by Debra N O o 0 0 0 C> co M N 0 0 I z 0 Lo> c� of 'i Lo 44, co Z E" d Z C)Zw w cl00 - 0 U U (n " Lo -� O oui- OQ -� Z a�a Q= LU Ln w co rtLU m CV W Zo= ■ ■ W CL �H 2 OCR %- N Q E a ZO Z z (n Z F OU a _p W z S6 z w W N O LAST PLOT DATE 0 . . 0 STRUCTURAL DETAILS - MONO 1/4" MAXIr 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 —1/2"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONrP2X8 APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"Qi X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2 FURRING TAPCON. INTO @ 16" TAPCON @ 16" O.C. &STAGGERED BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M. „ 2 EDGE DIST, ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/MIN, 2"EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY-CEI-L IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG, INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN b" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION SESE WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) T-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d — PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF --� BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S,B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. a° FILL SOLID BOTH CELLS #5 REB: (T1'P:) STD. 90 HOOK (' 6LL +5A ) NOTCH WEB AT L\ FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 x1 1/2 SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 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 (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR pL,gN�� 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILS 2X6 T 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 1/811. 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 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: * .• SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. ;F 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST �•:.: j.. 4� .:_. SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 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, JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" 1SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" F, F. 1=III=III=I I I=1T1=1T1- —r D : �IjTI=IjTT11 T 17 GRADE ° cM P z ; ' .D ° ° (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 A YP•) rHE :S I IAIAnf%CDTAQI C IAIQTAI 1 TIPIAI FILLED CELL INSTALLATION H SCALE: N.T.S. S—S ;.- SEE ARCH FLAN AND PRE IF_Ntia 3RL.ISS OE'SI(;4N SEE NC TE EBELOVV ix SUE' FASCIA ALUM DRIP' EDGE I ALUM FASCIA T r f E —I--► ',,ALL ; LAN yr.r t1-3 � 7RiA PAI NTED S5 NAIL vf 5116"HEAD ,TENED PER F PER PLAN -4 SIA P24"O.0 NOTE 21BEI.0'w"d ( I'•,I I p - CUNT VENTED OR SOLID SOFFIT CONT 2K4 NAILED TO L a BLOCKING, NAILED TO TOP LLr_ 'K ; wW 2-1 • d NAILS ("l ,HCwIRLB EVER� 0°TREK I.RUS+S 1 G.C) BUILDER TO VERIFYrPROIYIDE SOFFIT MATERIAL SPAN CAPACITIES BASED CAN T H_ DESItUN I "RESSURES SPECIHEU f OR t .44PONEN IS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFF17 ATTAGHMENT AT WALL (PER ALPHA ALUM ft1- FL# 16.544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED T:D: CMU w! T NAIL .097" DIA- @ 24' O.C, vd, 5tIJ" MIN. EMBEDMENT MOD wf (3) 16 GA. 314"x114" CROWN STAPLES @ 24" MAX. O.C. IN DIANICN'D PATTERN ,''-S1.PR FASCIA we '16 hA 344-1i4" i,RC'" %VN STWI_ F ✓,�j FACH ('ROOV'E _ STRUCTURAL SOFFIT S �0:;,"ALE ' " - ' G' I ti" F"'P A_WAIN1JM SC;FFITS WITH SPANS �Ftiw' w1f{ )3 110:?1 I A INSTA,I_ I P 110 ;PAN BLOCKING PER THE )FFIT FB PA MiTALI ATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: k0 + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD aTH PLYWOOD SHEATHING + + SO BLOCKING AS REQUIRED TO SUPPORT SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP Sf:AI F ';/A CCC CUCCT n) Anin Cr z 0 ¢2 2 w 0 W a w M U U) 2"x BOT. PLATE W/ (2)1 Od @ 6' O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. AND ILED W/ 8d DGES AND COMMON F FIELD �O.C., 02 ROWS STAGGERED TTOM PLATE W/ 8d @ 4 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" " CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. "• ,M' '• ' OVERHANG--' VERHAN .y 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. 11-0" 51-0" INISH FI >� p ° #5 BAR 10" A p ° CENTERED W/ p b ° .. o ° 9 H IN TOP _ , KNOCKOUT/ CHAIR BLOCK MONO FOOTINGE: I I I p °. SIZE AND REINF. PER PLAN I I — AND SECTION DETAILS I CLEAN FILL I I o ° • ° o DIRT z A. ° STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL T - 0• \ A \• \ -Is � 4Y, \ rp - 0• \ A r Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" f( OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC" ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL `dwl El 4" SAW CUT //`a SECTION SCALE: N.T.S. SCALE: N.T.S. M N O N i� (( , UJI A 1' .. o Q W NO Q U pM�! 6 N M co } N ♦- = O aM0 M V -0-0- M A� 'C C p Y{ j/ 2 S �_ *Ul 0O g N Q Q„8E"5 v w a� = C, a W a/ 0 LIJ w L'iLU �-� W ��e��z� it J.D��QLLYp0_j0 3 Q Q H U 0 cn cn <oo¢ z�u.-z��oZ�Q OU,IL O ZpWOzWZO��pa iZwwvO—iLLX 0 LL ow 2_F-� �Y❑ Q Q 0! O 0 Z W 0 �(n0 0wccf) LO _I - F-Wa.LO M LL G T— oo Z V WZ� J 00 mi qt .I l 2 1 10 3 Virtual Rev ew III ssi t; In:. Plans Review cor ipleled a id a prq fe compliance with the O O F C 7 iti n by Debra An e K a r X2 0r N O o 0 0 M MN ti r- 0 M M N N 0 0 o � o ' z O NIn;aNC, M Lo qql 00 07 zZ U) Q z ILL! O � ll.l 0 0 0_ O 0 �z5; 0�E3 Z ~ w�(L Ww< L = m=w H-� (V zIn o= ■ ■ W �?3� /� N Q 0 gW� • ■ Z Z az L =M O0 p J a M� W z z w UJ N N 0 LAST PLOT DATE z O STRUCTURAL —J DETAILS - RETROFIT \ SCALE: i, = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS VVMLL 0 SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" 19 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP i BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 0-1 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND " GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 GA TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 I STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TC CONC. W/ }' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND __j NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" G-1 D A G 2x4 GLUED AND NAILED J7, FLOOR G.T. OR V2X4 1 3/4x 16" LVL CUT ON SECTION D — D BEVEL GLUED AND NAILED T LVL 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS V4 2-2x8 3/4 PLYWOOD 3/4 PLYWOOD SYP ON DECK ON DECK BEAM 2x4 SYP BLOCKING BEARING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 H x8 SYP GLUED 2x4 SYP BLOCKING x8 SYP GLUED 2x8 IN WALL 1/2" NAILS) FOR STRAP AND NAILED TO AND NAILED TO SYP FRAMING (SIMPSON14)10d M/2" FRAMING GLUE N I (14) 10d x 1 1/2" NAILS) AND x4 DRAFT 2x12 2x4 DRAFT NAILED STOP TREAD STOP TO GLUED FRAMING AND NAILED---yj 11 VIA 1 2x4 BLOCKING Uv lit DR FT S TP DR FT S P 2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST NOTE: 2x8 NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER DRYWALL STOP ::I:x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING NOT SHOWN FOR DRYWALL SPACING B H H SECTION VIEW E SECTION VIEW SCALE: i" = V-0" _ SCALE: 4" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F.F. M141, IPA SCALE: 1" = 1'-0" DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SIMPSON (14) 10d x LA !L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-0" s M N O M ` 2 0 W IY 0 Z Q N E 'o� o \ Moo N m �t �' (n Y -Q -0- M C: } E O S m Q to w Q � 00 Eo CO a LU U w W W J W O WS-2-j<O W<'002-j0 ac�xp: 0Z2°° F- o`0H ocnx§L200m°z 0ZOaOZOw�a0WpzzU � 4 O� OWLL Q i O O Z W 0 D ti M O QU)ML0 C/) I-- I—WIfLo �0-2� Z U W W -jQ O d0' JUL 2 123 Virtual Re fiew Ass t, 11 Ic. Plans RWOW co r cnmPliance with rnpliteed n �r v the 202g ^hy�Debra A1 ne la PX2 OQ O o 0 0 0 Q Q N Q N Co Z O N' o � (V M 4 �+ Lo 00 Q Z O W ZW °00 +� M O UVV5 Lo O OZj orQ Z aaxa WW Ln = Ln O �F-2 N O Zo= . . W >- a al=-Z) 2§ CQ O %"' N gWo Z aZ� 0Q U Z 0 p CL �m z z W WST J Nrl- O LAST PLOT DATE 0 z J STAIR DETAILS ENGINEERING �' 1IVx9V9[«7_IIus]►K PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO 3E LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C-_ ,I^4" SAFE LOAD - POUNDS PER LINEAR FOOT -____TYPE LENGTH 8U8 8F8-0B 8F12-08 8F16-0B 8F20.OB BF24-08 8F28-0B 8F32.OB 8F81B BF12.18 8F16.1B BF20-1B 8F24.1B 8F28-113 8F32.16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 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 1 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 27131 3643 38 4754 45 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 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 NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR 1 NR NR NR 129 250 450 654 884 1 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 4^"-4Rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-08 8RF14-0B 8RF18-0B 8RF22.OB BRF26-0B 8RF30.OB 8RF6.1B 8RF10.1B 8RF14.1B 8RF18.1B 8RF22-1B BRF26-1B 8RF30.1B 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 11 77 2481 4567 6389 8060 34 791719 9311 19 5'-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 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR A" PRECAST & PRESTRESSED U-LINTELS 4IC^W-44-1rn SAFELOAD PLF TYPE LENGTH 8U8 SFS REINF. 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 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 1 721 1 483 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'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRECAST w/ 2" RECESS DOOR U-LINTELS C^WIN4Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 F. �M�* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AiT-0vad" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T BF16.1T 8F20.1T 8F24.1T 8F28.1T 8F32.1T 8F8.2T 8F12.2T 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 T-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 1 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 1 1634 2102 1 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 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 (141 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 916 14 112914 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 1 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^W-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF181T 8RF�21T 8RF261T BRF301T BRF6.2T 8RF10-2T BRF14-2T 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 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 1 2204 2758 1 3312 3865 570 1 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 = 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 e 4 e < % 0 c' % > D > D > D •• r O c 8F16-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B 0 qDOO 8F12-0B/1T L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR 0 C.M.U. V)co x_ oG xcn mi ° � co w W~ w 0 n #5 REBAR AT o � O� o w c BOTTOM MIN. (1) Z REQ'D z 7 Uj LU 16 GAUGE ° POWERS STEEL Cn r z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR, LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP W�--GROUT N. (1) REQ'D " CLEAR C.M.U. Q 00 LhBAR AT BOTTOM TEL CAVITY BOTTOM REINFORCING C '' PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP �0-1 zi O w z= io O C 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 LO LIJ CCL LU LU O 70 W 5 cF- 00 x z S11 -6-j o M O N Q to � N u7 � E > O �v o Vi V M A � -C r 5M� p �8 v Wok 7W� }L}�� �M •m ski vi Wpm W J W �O � CO Uj 0Ll.! �jgJN03��tiUO�JO Q � � �cn��OZOtY00mZZ�000 (Q) � O Z �OW�g�~Z�Yo�Q�¢ � Q l] O O� Q� 0 Z LL O1-- � (n O ���MO 2l.Ll�� M Q � Q 004 0 Z U �- Z?� W wo J 0 J L 2 2 23 Virtual ie �As ist, nc. Plans Review mp a d ap ov oaef onr compliance w f,' th0 OCp Ny Debra nn Kla r Oo 0 0 0 0 0 N oo� Lo LO -oo� ' Z O N� W o 0 0 0 o c 1 > r• (V M --Lo t ui cp M� W � Qz W O � W �00 � O U U -� O off¢ � Z a -a_ f"' W�Q = m=W Lt') 0 ~ o N � Zoe W >■ ■ (02 O Z W lL' -N z vaZ" ■ Z �� U `S o _o W Z W W J N 0 LAST PLOT DATE � • Z May 8, 2023 0 STRUCTURAL J DETAILS B 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 LO LIJ CCL LU LU O 70 W 5 cF- 00 x z S11 -6-j o M O N Q to � N u7 � E > O �v o Vi V M A � -C r 5M� p �8 v Wok 7W� }L}�� �M •m ski vi Wpm W J W �O � CO Uj 0Ll.! �jgJN03��tiUO�JO Q � � �cn��OZOtY00mZZ�000 (Q) � O Z �OW�g�~Z�Yo�Q�¢ � Q l] O O� Q� 0 Z LL O1-- � (n O ���MO 2l.Ll�� M Q � Q 004 0 Z U �- Z?� W wo J 0 J L 2 2 23 Virtual ie �As ist, nc. Plans Review mp a d ap ov oaef onr compliance w f,' th0 OCp Ny Debra nn Kla r Oo 0 0 0 0 0 N oo� Lo LO -oo� ' Z O N� W o 0 0 0 o c 1 > r• (V M --Lo t ui cp M� W � Qz W O � W �00 � O U U -� O off¢ � Z a -a_ f"' W�Q = m=W Lt') 0 ~ o N � Zoe W >■ ■ (02 O Z W lL' -N z vaZ" ■ Z �� U `S o _o W Z W W J N 0 LAST PLOT DATE � • Z May 8, 2023 0 STRUCTURAL J DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE_ WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#51.1 (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#51.(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 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 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 64' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-U' 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 64' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-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" 101-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13-4" 12'-O' 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" 13'-4" PRESTRESSED (2) No, 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 291 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-G' PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 203 203 155 215 2 No. N.R. (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" �e7lll V` DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ QUA NTRY OF #5 BAR AT S - SOLID LINTEL -1 rLOWERUNTEL CAVITY [8xl6-P-1 L/1IU] NOMINAL WIDTH j IDTHr IJ `QUANTITY OF #S BAR Al 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 (0)#5L(II#5U (1)#5L(1)#5'1 (1)#5L(2)05U DETAIL W DETAIUY (1)#5L (1)#5U DETAIL'H' &'J' DETAIL W 2'-10" 114" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 304" 74" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'1 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 J21 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIf:E 2 No. 4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 1 2153 1891 2139 10'4" 9'4" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1114" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST 2 1 No.3 2 No.S 1439 4 1439 1075 1439 1214" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'4" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 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.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.S 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) 7116 strand + 834 834 390 763 2 No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 •f'1 .•;i1 ti•�iy� 604. .t 4 -,4 - .r, .• DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOLD LINTEL -1 I LOWERIINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH) j LQUANIITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFI SAFE LOAD PLAIN SOLID #5 (I) U (0) L SOLID #5 (11 U (0) L SOLID #5 (2) U (1) L DETAIL'OE' 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" 7-8" 2-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 7-10" 2'-6" PRECAST (2) D4,5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" 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 1 1966 3390 3053 3053 5-8" 4'4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) 04.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 rOWERLINIELCAVITY [8x16-P-1L/1IU] NOMINAL WIDTH j `QUANTITY Of #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAII'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-l0' 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 10000 10000 4-0" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 3'-2" PRECAST (2) 04.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) 04.5 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 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 714" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 614" 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 10141' V-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 121-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1207 1207 605 938 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'4' 18'-0" PRESTRESSED (2) No. 3 (21 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 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) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED l2 l No. 3 No. 5 399 399 217 412 ,« •41: r•�t .' r•�A DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLD LINTFL LOWER LINTEL CAVITY [8x1I 6-PIII-1L/1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 MOOD 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 1--10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 1DODO 10000 4'4" 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 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'4" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 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 1214" 1 V-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 134" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'4" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1368 1368 771 1264 2 No. (2) 7/l6strand + 19'-4" 18'-0" PRESTRESSED (2) No.3 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 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) 7116 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 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION S -SOLINUNTELJ -1 D LINTEL I LOWER LINTEL T L CAVITYA [8x16-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) 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 BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4,3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD -TOP SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D f PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc Co 22 (TIED OR WELDED) BOTTOM OE CHEDUL SES MIN. MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" CID 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) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES ' SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#51.(1)#5U (I)#5L(2)#5U DETAIL'O' DETAIL'P' (1) (1) DETAIL'Q' DETAIL 'O'&& 'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 IODDO 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1DOW 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 434" 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" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 54' 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 604" 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 844" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 1 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 19'4" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 1 '- " 2 0 1 '- " 0 8 PRECAST ECAS 2 No. 3 11 2 No. 5 2436 2436 1727 2436 12'-6" 1114" 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 1 1225 1878 14'-8" 134' PRESTRESSED (2) No.3 (2) 7/16strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 2199 2199 1219 1846 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 +2 1348 1348 753 1330 No. 20'-0" 18,41 PRESTRESSED (2) No.3 (2) 7116 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 1 1 TYPE DESIGNATION ;,;,., `, aiq'� ■.r,., �'�4q•� .M-w �'p4y'� P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT CAVITY S-SOLID LINTEL I LOWER LINTEL ' A [8xl6-•P-1 L/1 U] •tY '!' i�, J ` QUANTITY OF#S BAR AT NOMINALWIDTHJ NOMINALHEGHT UPPER LINTEL CAVITY DETAIL' DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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)L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL 'DH' &'DJ' DETAIL'DK' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 28" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (21 No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 -4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 N -4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 455 F:rF,1-3 01-1 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAINLINTEV QUANTITY OF#S BAR AT 5-SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR $PAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DEI II'DL' DETAIL'DW DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (21 No. 3 5413 10000 7552 10000 4'4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'$" 3'1" Y-O" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 b' 8" 54" 59' PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'4" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 4, 4q1 tA, :-Aiyy +•'�iy't 'i.�•1. 'i4 '��•1• DETAIL " ,L" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION �xl6-P-IL/li ] I Le,tr Co UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PI.F) 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 #5(151)UU)(0ILL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'4" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 *4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'4" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 1 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8L'x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL 'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4,5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 1DODO 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 1.4i Y * �y INk:4i � «wl � «.1 � t•'1' 74!, '1�•1. 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DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8XI6-P-IL/li] �J TYPE DESIGNATION P - PLAIN LINTEI/ rQUANTTTYOF #SBARAT S - SOLID LINTEL I LOWER LINTELCAVTY [8x16-P-11./1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W�,RXIBNIGLINTE RAL LOADS (PLF) Total Length Type 8"x8" PLAIN 811x8" SOLID 2-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 81 Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11 4" Precast 132 651 12'-0" Precast Ill 1 593 12'-6" Precast 98 544 134" 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 M (V O N LO w� O 00 +:;.. Q LLJ : O ?✓T ,r,^ rY � z d W ` •C �O U Vf M co Ln V -0 -a-Co Al 2:p W ` g O L- Ua° .�C ^:n V w QN (O W 70 ` E M •9) a a C� UJI W U Q Q LLJ LIJ U) '� W�� Of zX �5�-jW0 MLLUOQ �O �°o zIx,°zM00FW- � I- Ci f- 0In wrMz-0wrw �Oa�zLLfozzl Z=) CL (n O Z ;q W OgI-j 0 NuYQj2LIU 3 Q tL O 1-= LL- it 0 Zw O1-- D 5 ti 0F'-M0 Q � M � C v, F- w a. M Z00 0 WW� J lot U 1 0[ Virtt Pfans Revi at R w cl vie Imp[ As ted 'St, Inc. and for complianc wit 2Q2 8 appmed 7t Edi n 6 De ra A 'in N OONOOO N N N N N cMa Q N h- �o o o z � O N LO `� w > N M I I �t- 0� zz Qw a W �_ 0 0 0 4-1 O U VUC/) Lo 0 two a JJ T Z a a w Z Q Lr)m~O fV zo= ■ ■ W�� O Z�q �- N U w LL z Z z F- OU p a �-Mcn z W WN O O LAST PLOT DATE z O J STRUCTRUAL DETAIL III.- B "AJV767_� IN Mounting Brackets (10 Gaii +V2' x 4.112' x 2-12" St Antomr Sr-hetfule Bolts - I rT Dia. A325 (T7P3 Back Cross Support (MAY Ile rut tr1 tNt Right Bracket (16 Wuge) vOF 014 Self-Dr+l ng screws IP A!C Will, Wtvrll Edge hurricane Strap (TW. icak 3 in 6 inl; V►'alhars Front Cross Support Seff-Wcll Nut,. (May be cut to W) Left 8ralgcet (l fa 1: 1uge) leg 14 Se{-C)rikling SCrt6,6" Thitu Brat ktnt A Back Cross St.lrtlnrl ItItn AIC Un t Bolton Stich (Typic,A 3 (.001 ,de! for hvrric 3rx INSTAILATION INfORMATION 5pesili,. anvuliatRan mN7saluns arc 1.:1 ..,!, .{ .:•r_ ._. iI li:arin-:nr _•1s 8ratc. liaised Seal Deswing a.A11.)r1r upon fagwm foe wig apph I Florida Depeftmord of Business A, Prolesslonal Regulation Fear I .e I Bulldog Codes and Standards ulrb:I Product Approval Appllcallon Detail Ill I9l�l rum': 4tda Q0tE9[ ta■.t An DW:flMl.■Llg ■■t Tyra wwww a m b6amc cm6i m■mK�llamle xywwa er zoad adeul■1 LOCApprov l APRIM 9 all "I"Wlm 2(2o smrl Vent PIoduHs, in: m hoNGleho. mines F No p E. 1-.4. sort+, P E 12H 0J7m^•n 1211A,�nln 12,Z&` 020 ApPIra,Nd Cet.pery: Sln,Clorel Cvnpcnents (077) 441.83E0 PE 73776 034) Y)&I0W SIbCa4garyt AcillGe htrodeadasa ReauRof I,04 dart rl c-, Nan TodlnoUpy Cesgidenca Sol EY u fits i Reaor Eon e F'Iollds Re"rerilArIa l or o Ucenved F1a1,1a PrUe"l na E-ngil ■eai wm�.e Mafia IL-0- r ore . 1 gl,adv.ntMddelAlSto.slo ' SrmadVenl Modal 81540,511 3 OrrunVrwt Moll e1Sa0520 4 MmAdvall Mader e13aI a 9m•1 Model Al SAO 524 E a eavem made 1nMoS70 7 amedvwd Lio al 61540,574 EMINLamano Oust Fwctlm Flag •nd Va "on Vad Dual F-1i;- Rrend and 'Jerr111.6- Vrd Mused Fluor Vole tsrlebd Fled VW 1eLald; Grate Ouv ssKd Venl V40M Well 100A&kd Flood Vow 14 osq,d. 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Thamtelhr Raw -(lase -to 9noaRSar Nnthalell34 n AWrl Imrael8yua. UW4e-..'r'.'c:'rs no Yas 'es r4A CorI 1,1e Fb-ales 5n01e Door th,,ndtp'OuralD X Caaall rat J h Them•-Tru I lex-Close and ta„eee•;a.1 Nr+SAA39;a AM Imper t4dil CFa q,a 12512b211 om Ne Yes Yes WA Canpcue Edge Fbeepasa Soya Door .dh SWA1N(910nwh0'rXReMsq XO IJX a ,1XO orMpursame) 3 it Thenal FIra-0metc end SmoonnSlar NI=ha$4lasN 6 6CWA Irn •Ar1Ne h ho Yes Yte NIA Carlp49te Edet FbagI.I Dandle UOor "A or *11h.1 a4aMw the ten-1,1-09 XX a DXXO COVAINNI11 .n.) 4 d TnannA. III, F4--Cuba too Blrvaxh Slit Na anal II&I agrd:hpedswe; opaque 12r-1,7r125 rN Yas Yes WA Caroome wig FWr'glan 41u41 0c%x lhsmnyWbw,rMp xrm4glnsau 5 e. TNmla•Tw FlbarCIAlsk aid Anada.str Nominal 640.e137 4tre,Irr"CAgn¢ Opepua 1201 H. +err I- WA Ctmp"te Edge F,bryeH Mriye Door win SidN111A(e1 IbaNhglodryhrg: XO. 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Frio -CIA N w4 um4.r011to Mt, M¢mnN eM]9A agla:eaWdIMIA Glaaaa /YS1n0aa No rev Yes WA Mdded Open Compose Edge Fe'"el apple Door wllh Glued 1, , IFId OPM ShWIll (hermr cure el.9; XO.OX a oXO ¢m►3uraea4l 15 a ThomreTn Fbetw0bal end SIneOH,•Sar Nami'm sa43a.s 4yd.Mxwdaqud, GIaaW 12r3112AM rin two 'f.a IUA Morose Open ConposAe Edge Fiberanies Double 0- •nth a •Ml hod 0-al Molded Dion si&AI. 11,-norob,Awlrp: XX or OXXO talaoaralardi 16 p. TheameTb Fibw-Cn1i4c em l Smodh-Sin Nominal 6410 Sol h'Do &gAOt OpegN 1171rd026 PW Yr, I- Don Composite Lape I Ie W,r... Mops I With Molded Cc" SdNe11f l llhglh'AMOdA+ng ),A OX or OXO coelyl,naawI 17 q Theme Trait Fiber -post and SrnoodiSter NpNnr 6AA39 e ,1wa.MPadtgioe Oplove 12112026 lea ym Yes WA Co I l0 Foot FlbarVaua. Dabs DOW Aat a M4rl eel Gmaad Melees ()pa SN4ao (hothreouereap. XX a GIM eadlparaamt) Florida DGpartinent of Business A Professional Regulation •on' A, Building Codes and Stan(UNM 1r. zozl Product Approval Application Detail Ip II II I tllVl'lllyl 11 I I'�NVVNIl4uhIllq�hVVHVNg1191d1ub�gVllllllllll6t1111'nGlrflpt,l�;nil+lllrl l0(11NVISIn1krT1111htfit�^I I klll4tlhll VN III III hN11InI I'll' �' "I` � II III IIII II I I t�i��l II II l flag& laally.g[ tali RYt ®111h111a1Y gal Mae Xo= monaskm 20= XV)9 aL 111UR" t■CA{ANUJI ✓Saw2m at" Rthlakxt 2020 PGT 11141 IM" Jams 11041hw810 YemFDide DI CER Ieara•Dade&=-VAL 11H'aJ2020 1b161N20 1�i2r:0;'a r+plr•T1r1 CwOaw. EAII Oeps iN1140E-0100 (rm 1115.2500 subcaaeary: Shang 6lrlrra Des M4r,tAer Fotor4b�ppslovunaft Dorepeeno , OWOW! C WM4llen LI v Lrang an r»>�e Gubdr Aveaalc. durored for Vale Apero"d It bma 2m ltla! Model Merrill a r4alM la "KI-41WINNm j e k` RV a� MVM� Rep 14 f ftyk2 8 sOO70(Ur9e Masi h"Ar) = VkM Swing Cl Dos 041t4n,02! Via Vas Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) 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 Category/Subcategory Ma nufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOOMS A. SWINGING Them+ aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2026 Therrr aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0,1-67.0 psf 12/31/2026 Thenr-aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2026 B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/3112024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/3112023 Wa re -Dalton Series 800018100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst s'ht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/1712027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI W ndows and 'Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI W ndows and Doom Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. M'ULUON MI W ndows and Doors Series 5764 FL15353.2 N1A 12/31/2024 PGT Series 5500 FL261 I 1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272r2 +75.01-75,0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Venters Aluminum Soffit FL16544 R5 +54.21-514.2 psf 7/30/2023 IC, OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A' 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT JSED D. ROOF VENTILATORS Thom.oson Arch Metal Comp, Off Ridge Vents FL16918,1 - FL16918.4 NIA 91912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomalco. Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexe Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart _ Simpson Strong -Tie see chart B. TRUSS PLATES ITW building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast-z�.rete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 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) APPLICANT SIGNATURE DATE Q) Florida Department of Business A Professional ROOLJ1811011 Pool, a 3 (� -✓ &dBuildingCodes onD S1TJnddfds 1,O ✓202> ./ 0 V Product Approval Application Datad -ate L Etpl(M71lH3 O d Q29a EBlltiCAt 20 20 late Pants, no tI,Q(4 . ygptpg C9IISgEi Enalneer tease validated 9e Yllmtw rBC Aborowal Revision 202'0 +horn'-Tru Corpora0on ',�rwa,lappxsm Lyndon F. Scl,mldt P E Ryan J King P E O7f23fi07A OIHJ20?0 0; i?d12020 10!131T020 Apprw•d V! Category. Ewan' Dxr; (80018,13-71128 PE-43409 (813)76.76556 I� V }�a1a SuOCatepory. VMl9lrg, t.o l,aY Asa.an,Dlea c)aspertortQeremMru on Comiana lCe Messed: &,naluabon Report from a on W Florida RegrClel ad Arthtecl or a Licensed Florida Frdessbnal F1glnete O ELgammaLatom O Q .O N 2NA M Asauranee AMMWNLMLM bg&MAIAXJJU A= 2111M O ¢ea • ptedllet YODN. NIIInbar or Name "'Hunt {JeutnOdar Con"" Eaoinallon Dete inHIl Outside NVW R"iourit Pines��•t 1 a. therms-Tru Fiber•CHslra. and `F4,noth-tiro+ tJum,rvl 01tg300ly,Ma,ImoaalglMm Opaque 12131r2022 Yale Yee Yee WA V O -II aC ums•,rrts Edge Flberptsee Single Door 6! O (� r,Arrr,gr(.Vslsarl,g, X conhgaaabon) 2 b TMrrma Tru FEW C'o,,or, :,r,o<,rmi tins+ Nominal "AV. a squot inpactsei'll CFO** I2(3lt= Yes YOfl• Yn; WA . � X„/ Composite Edge Ftbergless Single Door witty Q) L Q) L `irk0CII) dre wirigiOutawnng>aD, OX or OXO C%� � O -+-a Q conhqurasansl r� 3 e Tlwx nrp Tru Fib*Cla6sic and SrnoumSrA, NomMNl6A+pP,81g1YJtkmtal.KlgLXA; Op'Mprq t2/3112D'S2 Via Yea Y4rs WA Ai- �..}/-�IA� �.i compilers Edge F,beogla Double Doa wrm or �-- V J %"aut SvmrJ 4 (InA ItNiours-no :m,X. nr I:-rX,XO corlflgura"11 4 d. Therma•T ru Fibr•Cusak and Smoath tar IJomaal 8301V.0 3o4,AA,!rVP4L'A1qu1.1. OPagw I WI(2022 Yea Yes Vag N7A t umlxlste Edge hbeylass singer Coot pnswny0utesrerg; X tbrllgura0on) 5 s.T)ton--Tn, Fiber-CYacic and SirXoth4li Nominal EIIII, 0 BquotknpaaLquot Opaque InIM22 Y_ Yes Yale WA Comioatifte Edge Ftbwglae► Smgia Door ` rt. Siddl e(a (In omny0u4rMrlg XO. OX or OX0 coMpurapona) 6 f. Ttl -Tru Flber-CL& t and .Stnovm•51at Nominal 8e/3g,0 agtMoLMnpacllqud. CPeyu, :2J5 X;2 YAA Yee Yee WA Composite Edge FXaglan Doublle Door w or vothout ScwiW (Inen,N/0u1.7Mes;1 XX or O)CXO rnnhgwwwn.l 7 b Twsmt Tru Flhsr.r-MGM and SamoothSdr Ilnrr,Ma: lid p39,9 GJral,Impaot&I Closed 12131aD22 Yea Yee .K ryA COMP014n Edge Frbeglags Slnga Door Iln"n2lOuWmrQ; X 000agu mil 8 h. Thearda-Tru Fiber-CYeec and 6nooMBLN Nominal 611► 0 dgrwtknpaUQrqud; Glazod I:r51f2022 Yo, Yas Yee WA Oomposle Edge Fibarglaea Smgae Door MI; Sdelters) Clrp'wAnp"CunaAnq X:7. OX uo C)XIC, con.�gmatlonq V 1 Therrlla-Tru Fiber-Cla4ecand SmoolM9bu IJum'na! 116l 0 x l,ga.lnlparliywvi Glued 12/3172022 Yea Yea Y(rs WA Co lq',wo "a FAMrgIA.M Dothle I4Wth or .Mlhaut Skwlln lr, A Nnhrttri AX or OXXO Gbnflpin41,Jnal 10 )Thrnul-Tru Fibor-Clears and SmoolRShr Mo.,.1Sd,El0.0 aquoUrlpactiquot, C.twod I]13:r'022 Yva Yes Yale WA Conwoode Edge Fitulglaas Single Dow ntrirgXXItrodrg; X coMlpwtrbonl 11 k T nerna-Tru Flier-ClaeslO and E;>m t•Ster NOFMne J01a2)9 O Equatlmailemuot Cla7M 113, I;y Q, YAs Yee Yed WA Composite Edge Fbelglaa Single Doc Ir, Sdekr(s) (IrtNAmdOutswing. XO. OX or OX, 2 conhgurareorrs) 12 1. Therma-Tru Fiber-Clessic and Stimil au Nominal 61a39.0 aquotirnpac +hiss L Glaaod 12.1i 112022 'tea Yes Yea WA Comport Edge Frtarglaes Double Doer mv, I,., wdh0ot Sonites (IraY.trigir0ovIMl1g, XX w OXX0 oonhg wabonc) 13 m. Therma•Tru FlierCoatis and Sinoolb-Star Nomin.al SLP39 :1 0.)I.X,Impat1lyuo: 7 Wquw I ni,2022 Ye` Yen Ye4 NJA Coolpmsllo Edge FgxrglAas vr,gk• Door Man lquot.1i'll Irl{wdlquot. SOVINK.) n n vAMngr0,slsMug; X0. OX or OXO wntigoaliona) IA n Thbinttaa-Tru Fiber-ClaaMo and 67neoaebbr Nominal 611439:8 ltquotimpedel IL'A Opagw 1211 Yale I" Yea WA Composite Edge FlbargtSM Coghb Door Vint 1qugLNoleMrp4lquol: Sidelibsllr,astng7Qaswng: OXXO OOnrVW sham) 15 a. Tharra-Tru Fiber Clasar' end 1,Nxx7it, 6bar Nominal 9110MI) agraoLimp ot;t1 uoL Opayuo 121.Mt r,:02? Ye+ Yee Yes WA Composite Edge Fbeylass Single Door'.Ath 1qu01;N -lie dedlqu 1. swelite(ai f!nswrgJOulsv.ng; X:? OX ar O,v,O rnnlg nrarXlnej IH p TMlm,a I ru Flber.r,Iaseid and Smdoth.ito, No'nZI 8s I* C 84.0.Imlati8quo1 Opaque 12131 r2022 Yes Yea YAs WA ':,:omits Edge nwir lira Double Door lah Aquor,l`lomimpadl&quot, Sklelnes(Ir,e,WrgR3tsewrg; OXXO wnlguration) 17 q. Tlwma-Tru Fibr-Clean end Eir-m-Star Nominal6$Ma ;a lquottiornlmlpaalgrd Opaqua 17131 OL1,12 Yns vas No WA �n "Sne Edge F Iberalael s"gae UDar {I nnAtrgJ0uWmrQ', X configuration) 1N r Thrrna-1 ru Ftbr-Clesec and Smooth -Star Numnal S1N3V,8 aquaLNon•Impautaquot Opal 1V3162= Yn Yes No WA Composte Edge Fiberalses SingleD17a teeth Sidelil El prawngl(ubwing', XO. OX or OXO oorfiga86I 19 a Therms Tru Floor ,Cl-r- and NOrmraI6LE69 0 &TWCNon Imli.. r! op, Wp 1 i1+2(122 Ves Y" No WA Con"Was Edge F I",glaa (15. IR,dr mr, tr mi wmrour Sa¢,IMt t:mmulglt hrbnrnrtp A): or CXXO tonhgu,ebens) XI t Trlcrma Tru Fiber-CJaaec and Srrpodl•Star NornInAI J4tA3(.f 0 &ant Nual Im06d%quot Opaque I?131120?2 Yes Vim Nv WA Composts Loge F Iberg!a is Single Dotal rin.wr arrX.Mswag; x contr2unrbon) 21 u. T7lemaa-Tru Fbar-CI&I. and Srrooth-Slag Nom,nal UM 01qucCNon4mped&quot GIII 120112D2Z Yes Yv. No WA Comports Edge Fireigionts Single Dow wMh MI (tmvwngJOutintAng, XO, OX a OXO nnnnurs'onal 22 v. Th.--1uFiber-Classic tend Sncoer-66ar rJ„+rlu•s16;1b3a Oa<I',oi,I`k-Irrp iaqud;Opaoue InlrD22 Y- Yea rats NOA Composite Edge Ftlargase Double Outer .0, or mlOrl Sid(Altss p117NdIg10Vtse11rg: XXa 0)Q(0 configIIPlbOna) 23 w.I,4Nna T,u r",ber Create, and SrrnI Nominal Mal dquothorl•innavAquot Glased 121'31*= Van, Yes No WA Composts Edge Flbeq)la4a Single Door p +�rvralrlawvm, X oonMuradrn) 24 A. the,- Tr„FlOer r. IAWeno "Ide'rh Shrr Nominal 61M301 dq'rotNon•Imp"quot Claed 12131r'aAT24 Yes YAa No WA Composite Edge Fleerglnee sham DoorMm Sldelke(a) (InswlrWOu ltatti l Xti OX ar O?(O o(>rtia%x tor4) 25 y. Therm--7 a Fiber Civatl Snit th SU, Nominal 69M.8 lquoUlonlmpdoflquot Glued 12r31.2022 re. Yea No WA Composite Edge Flberglw Double Door wth o voklio rt s"Ita a onevionyOulanWng, XX or OXXO oodiguraliorm) 26 L Thermal Tm FIOer-Clsa+c wd ;imoodl-Star Nonrsal asswo1g11otNonlmpaeilquot Glided 121311202: rea Yes No WA Composte Edge FlOrglaa Shgts D'Xlr' Rne+rgA7uawrg X cor,4,,rabtx,) 27 za Therrm-Tru Fib (:hest and `k Mh ;tar Nu.T11naI tiMY1 01Nuu1 I`aX, Inpadlquol; Glazed 12J3112022 Yes Yrb fv0 WA Comps Ae Edge F-benta d, Shale Door with 9ddre(o) (InawrlglOumwnp; XO, OX a OXO cDPrglRabons) 2e zb Thrnne-Tru Filow-amic and Snmtl -81ar Nominal 8L93D:01vuotNm-Inptwtlwat Glued 12131= Yes Yes No WA Composite Edge Fda rglau Doubts Door Mitt a wthout Sidel)W QrwAmgVOrrownng. )« n OXXti oortfgtaesora) Florida Oppartment of Business 8 Professional Regulation fNpa I di Binding Codes and Standards rygp2, Product Approval Application Detall , ss41 L1mar�E Sate lase GaLtEMdnd BLS ,. a)tm V-,w ■dauLi st G20LEL Eo■asmiAllainae Yelettil m YelMtatall i■Igm FN(:AerOA aawaxw EAU Rrwwr, ;0:1 lot A'1d- 110 L'I Rant Shlrgel Lan ReNdo Ldnas Slryel M L" PE Iarroar? 1p IOM407070 lOn9,7ln 1,117UN20 AMOn w Car.prxy: F" Amrs k'a (717) M-330'IT) 317,S454 0 Fill &MCAlegery: a1,sn0 EtWa Des` A:seemotls bllkhperenthrmbre CYrnpllent4 Method f:,xluetacn RoMl alto a 1'Ir,rkla f!lry We,lo.4mllACt ore 1l two F1.11. F Loh 5W,fta Ptaelf kYYr EnIllnea Rwbuds 92111 .11mm0a■.mill ins QWRV e2unno Nodwl Dnaaft central Vaginal pat der Uee AgatlytolgLum em1EFl Rtdw Inff" Q911110 Hyrli SSMalivino 15nuraa 1 9ERIE8420ALUMINUM I SERIES 410ALUE11NUM SDD OXO 12r-bI72024 No '+es 140 WA 1aSIES420AUMINV NOtD 2 6FRIE9 420 AlUMlNUM SCi., SERIES ALUMINUM SGDr)X XO. XX 121:10'024 OX No Yee N0 WA Cn 98aqud�60aWd Halt REINFOR._FD 3 �ENIES 420 At UMII11IM'_C4,1 RCINF, n•:F_C, SERIES 420 ALUMINUM SGDREINFORL L O CAC, tJ11':02a ho 1. No r4M 1A'I, 314Auoa a9NAnI,a 4 SERIES 420 ALUMNUM SGO REINFORCED r,F WE4'a ALUMINUM SGD REINFORCED OX. 1W112024 NO Yea N] PJA xC. XX 5 0uL 5 SERIES 420ALUMINUM SW REINFORCED U MINUrd. SERIES 422 0 ALUMINUM G(pD REINFORCED XXX 1201n024 no Yem ra:, nrA 14341,auotA994ad. JUL 2 1 2023 -� Florida Departmere of Bus nose 3 Professional Regulation t d3 Building Codes and Standards �e Product Approval Applleatlon Detail Ill:.. 'sill ,. I I ': seat � � boom s� +�+ "a"wda ➢ 11 lour IatEeoxam late Y� �Miftua'li+�lr A3sr�lnc. � Ravl.on I010 We 0.Itn.•d,ld-dOvrh..d Dro. DwalnerrmUh JdtnE Steles Jefir,"P. Artr-, P.6 lam WAX 0912 V 1ri2•V202U 1 570 Appr,)wd l.o,'CAAl- (53D)70"121 PEd,T'37 (904)621.5200 Plans eview completd'NR approved Caegety: 61anp Doors Lt.eCd..I.sli .at C I- De«Ar.Irld h dko n alig. ^1a-dilEaI c onefor compliance with the 2020 FBC 7th Edition (Q Corolla+ a steered: Fwh,Wtan P Re port ant Florae Reglslared Aldldwl a 4LKowd Fronde by Debra Anne Klahr PX2300 prdes^irnN Enpnre O t.aeltitltzu a LedA 1h rAaX.i ItpdeL MIDbM a NLOa !il■tOLI,iWC1El alelrkLKVK uu Atlnruvad MAL Imam f tr!4■rA.4�11plan 441IIIg1Da11ilffiOa! trM'AIL Qleridf.131R1L 1faflaMY P3fflu[t 3 8(WdJd100N2W sT 1RS "or', me. Widh. 144al Wu helghl. olot 12J'3l= W Yes wee .; I (ci 00 �// CL 90 a000A10V0200 r1127 e"#ls M ti iai146 9, aeerlm lyttt. Dlealnq 12r31,na023 lvasMle in tap �a IMpemsdtae 7vatWn. &V40*1 in si21h. aRmen o I'll IW '/aa Y. +20.00A33.90 r�"7E`, 11 a0001610(90200a1124 15"39 Milt Md1h 148405 hilat bright Oaang 1MI2023 NO Yea Yes +34401363o etgW4 in Iw phraint # Section. O Florida Department of Business Is Professional Regulation Bullring Codes arxl Standards r.q., al ,J!MIMI L (.1... Product Approval Application Dot" ales 17•eY I�I' II ./:lli III III Ill l{':;I I::I,I� III Ili Lti, .,r III 111111I I�i 1pll4l llll III lI' 171I::1I l 4'/� I„ /) yr SISAa un X-Ill Ifienufamtw IloOr[.g[ aided Enanwr A Lka i IaLt iaLe GALN"Wtg ■it >m LALA1111111121111. 4222 e/ ,a" M R_. An 1urr!ePD44WoIAADI3. Nat. Casool Elaena Do" Tom Sn Ratan' UL. LLC troy hIl F.F. (6411 49r.2013 i0'b4) MT46a0 12m0f= 12A V2Mr1 12021r2020 Appnuted � � "CaNgery: cewor am CornpaleMs ttm,rWtry�esaeblq.¢. Compltsna Yle111od: CMtF¢uCn AYA or 141etp rm al F 1/'11S3TAa Raduda � �@�) � 1 P(orlrKt Mooi. NMnoa a' IIar11. 66T +07 rP ru rat rr rat 64r'.ngr •nO ller,d P1.9QtK1.0>ivl■gD Sratlt>at.Eatlolm.ti■e Fl4a,+Hued. snit Louvered astgle entl Pees d 12GI2025 10,l9aQ laatlmelOQl� 8lsiai�l PTO,_, yes res ras NA CXa, hdlw irwhol doors. o M W� Florida Department of Business A P'fessionall Regulation Q Building Codas and Standards IJsr o21 W Product Approval Application Ortall Z elcaillwtt _L , .m . i�un e)ilplCll,ml l' Il VaIr,IF Rom JPSp'l'a1 ,r early Alta lane Do 20 J JYM Yeolm ■amgeglim ligalleQ EoWesALUMU VADAMW:9t goom ia�sll fW'Amm.r Metaled awn lm Re'At2020 MMle I Vdore tea Doan Am L'ren1l:.Nnpp low Mmlleditnl Steven rlN M, uPE liANN120 111117121129 11r27r2(I20 AMXaed CalrprY. MMWmas ITS 7}36'r 3300 Menureebrr•lw.edatbn 471T1317.0454 AW)CAMOofr Wide, Help b.n oenglil.Nd.FNer SHEET NO• elmrin-4Worried: ('""Ciarwbledarilong INr Ilse 1112" 2 'A% I#M ��(� comutcm*ulcnout 52X72 FJnJFI/tga F+ama IG8C. 6hgN Fkng 10!091T Q? Altaarid �M t011YNz Q sale mule ROMM Pans ! Nn Yas No .6101".41a) ( 4n nrlN ale>s PA 1.0� N Florida Depattrnent of Business & Professional Regulation Pap.• ds Florida Dop»rtnnerlr of Business $ Professional Regubtian Pale, at FIWIidR Department of Busafass a Prdefla+gndl Regulation tNMe+ a1 Florki0 Deportment d t3rJskleas & Professional Regulation oes. / as C/) -4--s (J Building Codes and Standards 's.ar'2 Build! sg Codes and Standards 1�'/=on Bulldog Codes and Standards aaazl Building Codes and Standards r :,r, � © � Product Approval Application Detgill Producl ,wPFoval Application Detail Product Approvial al Appilce(eon Detail Product Approval Application on� ^'QQ '_: - :,, !k�'l�L! 1 r:. Ilulll II:Lu, IIIII InuuNIIpIII�lIl1N:llIIII�G1�1�111h�II,�II��h^Ins~��i�"�1�iIIIIII�I�II�hII�11111+IIIIIIaIhll I :, : VV.++,, � �Ip. IIII��ryryII��pp III I n:: �,„ . c, :. I�•-- :���ppppp l nf.f ,r- .. 0 (ll L ran Endifty of go 2M callopernmollra 20 [Ltlt�tiSl iLN]�3i.�. ���, /���r( Ira %fond n Maritdntufw 210= Ellamer&Licsna. Validated By Validated auk PECAWrorot Anoroysed Mg(ua 226 Zi Y-M gra b&a We,P-arm PAU cads It)mva MIT pse 0*0Pog4M a M Ssgl ikL1a. wens %AnwnedNJ- aDttlt91 covi l �,W'-,vwlLYnr,ue �('ei pac pea Pat- o" pas j( iCAmmval _ Rn,ria+n :92(1 T1,arnwTry Corporation $sera iapsrson LyndonF t3dlmidl. P. E, Ryan J. King PE.. 10g7117'1 OgP1e:4021 1U,13r2V21 12n fir2021 ,MP rwetl 11fg VHNID1 IIOai Dettl� Wsa+'rii M. Lldtnnl V3ptetAtoltAla ,.attd AKAW.foyol vetldWkd gl9lrr Awalujaed Sta", iLa very- 10 [:a %t�z tr0 Xdds*Aik mum almmbd ✓Fi {xes: 1 {1 11122120A 11rJWO20 �•,°r/ Category ErdslDows (110MU$-7B;ffi PE-43409 (013)797.OW Nernaln 2020 PGTlitirdrles JansR-ri 0.rat:..O:`Xp il M..PIC,!G, x•Nl. IUAfZv.o tl1:rJ:u';dJl.0 II:II hewsren la hilIll fIdrbnv BreMariner AmtOlDr-Ar[fkRWural Mellon ItLtkn.PE lowo 20 tttgw2oW 19,111 p:lrxneerl R«:nm+r+rt 7,)70 WW,nnwna..aU-. Carol Waedoes wen,%weer SI-mIsUe'r:cn,as 36133W ra..uLraun.n As•mrtlal i71"✓) 311.a.b4 11OWN70 Apprnued � A i 6utsid egely: Svilml Exam Door Assemblies Caudal YAnaor•a t941) 48E4)100 CAN 3,S ,:.frik.1 Cetegol lwtwo- 171 z) 365.3300 Msnuacllrr.rs Aestseam 1111 a17•tLU/ Nartigo'emkrtl.tonl r717) bar �' a.e� U) Compaonce Marled: EyelvoWn Reporttolna rn BUDCMNWrr: "11 Hemg lrosoelld@pger10.r1ssa e: tkbCo.W1Y: NW1LoRar slidx bY6nper6yur,l.:a:wm stirmll +gov, Cornell.. Nil Coo 111.0. Mad a L;M" \,n� � � /�'\ Floods ogretered Architect of a Ur arced Florida Ptokms CorrVitrlta Mrholl: C• 10-flat Man*n Llstln2 am Conpllian" aw": Cal.. slim Mark a I.wdri .i6 wEngineer FlAi , �-�• 3at.MS Prndmud rr.N s.s,al4 pLramall.RP Pi°Wfwte'a s)i.Wsb AyauKaldf Uaa a z f An«ea "' alaluat @Tkbtu illy Amrtr.ad for Use ti28kls Ld�ltl�a f1: rf.WY dtI .IWa � E tie taa ass a woaa, ItodaL Mteair a Ilen1s _ DAUJIl_ G,elpF'Btg,A'Aek.d!Dfl$lia a, n,1tr+�: lta: g"ll E.A Mta6a. M,ararowm. meet O.strlellen latt)Ati BROW Amp hsslKl MoMil. Iawler a,,,({ldpb tga g Sg�. 451tWtJea1'li t, Palma � �� �r � �laa ulltdi, 'Yet it's: iult Pr SaQL �imals PabeYo, Yea O � S6 t{t Name / rYDd }Modal. Nbatnar or Na Prooleet oescrtyaw C5wtrodt Earalratbn Dora b mvm outside NVIQ R Prmm" 2 SWAN (LA n Ill M q Wet) w $ N ogle ,+ml7 condo. 0113u,t2025 Y. Yea W:: I HS 146 F. end Hang. Franco ?3421-ledad Cresc 62MI 014 No Y. No -W-55 Ir a.JJlnl.dr Nall OVA*a2p No Pia .BOMO rat � "t , e'er 1 a Therms Tru Fib" Chillend Sown -Ekes, Nominal S&M..& &Yuot;Non- IndrAl•IFquo[, Owl 1:2d31121OP2 Composite Ease Fib No Yea N2 WA «/ O 'l Simile 0- ♦oralow V Q (IneTltngfOuhWr1w Xcorrtlaur tern) '� Q 2 k, Themro-Tw Flow-Cissau and Smooth -Star Ncminal6&N dAquct,lion-lrroaplagvot, Opaqua 12131/2= NO 1"ao Flo:; NuA n�/� ^' W Compoeb Edge Fllergtaae ;rapid Door with W L Q, Sidlelbe(O onswingrounbNal xO. OX a QXO meigaarsM1onaj 3 cTriennial FMw•Cl&W*and SrraoohSMr Nominal 611411egttot;Non.)MMdAquokOpaque 120112072 Yes No NIA �O � CU Fiberglass Comptraa Edge DaJ1bte Dear vArl or Na vMhoat. Sdelinse (Indealrglovtaill xX or OXX(J A.% i confourakons) 4 d ThermalFiber•Clasar,and 3rraloth-gar Nominal 76M0111quotNon•ImptoAquot,Oproquo 12r9V1022 NO Yes No WA Composite, Edge Fborg lam Soule Door (InaWrprOUM,Mng, X configuration) 5 aThemtsTru Flbw-Gmeka and Snach•Mw Nominal 26039,0 agU01,NOn-Impactacill Opaque 121.3112072 NO )WI Fa. WA rompome Edge Fileerglem Single Door will ShJNbsi (InarMyOutsWrq; X0. QX or OXO configurations) 6 I TrornWTtu Filter-CMeale and m ooth-Stw Nominal 6"39;0 &(4toott4wimpwisquot, Opaque 1=112021 tk) • Yes No NlA Florida De(3arimort of Business & Professional Regulatlon Pal I or t Florida Depea rnerit of Business Q Protean onal Regulation real Florida Deparairl of Business & Professional Regulation Pap. t d 1 Composite Edge Rbwgl m Single Door Build ig Codes and Standards 1M71R7 Building Codas and Starr rlartds 11ir02, Bu l (ding Codes and Standan'kll Ir202'1 (bmimktgfOubwwg; Xoatlqu mon) 7 it Towns, Tru Pbpor-Cbsom and Smooth-86ar Nomitd&ii9g:V agaotNdtl•Impe418ge,,d(, Opoil 12/91:1gQ22 No Yes NO WA ComPoefteEdge, Flbe Woes, Sing Is Door Mesh PfodUcl "ripproval AppHCanolr Detall Product Approval Application Detail Product Approval Application Detail swellu(s) onsrlmnutiwtnp, XO, OX or OXD .,........._.........,_...,_..._....-,.�.......,_._..:...,.. -: .,-.__�,_ iLoL2+ls:2' _.._..._..., iim,Lanl _. ' '.}- ill II'I lh r :' vinfalgurabone) e It ThenrurTru F,bs,.CW oq and Smlooth-Soar Nomnsl U i3D;DaguIroul -ImpwA&gwl Opaque 121d7120122 No Yes No NIA CAmp0e2te Sava Falarglam Double Dorn ran or ,-: Salt sail dSl. listt Jays vats tletxdaa wu awls Entries, Or ibMa 2" RWAZUdba am t as 11ra ibis Li&PdaAM go Walla SWWbae QnetMrglDlAsmtnq .lX or D!.XC7 but YsLalm faamfslura Eso,IrJteL.A.1liaga! vdlrlr.d oa yditilsd ate P.a6.AMesa21 APJLOsli11$ $aa)W YJl6da. M•wls^p�-r•J &9iuEi flodma,LLlewtt 'Y YITPaYis:'L Aaara,i9 Sl+bat mtlst Yad4a lYoiMret:. �:ag ilDdptw.ills�s. YaLL9issr.ltlt. Yfflmll4 FBG6mtpxY Eiar?Yffi halt mnllpuratlrans) lSiJP1 .iYg:tl u..tixl i/ 1��/, t.Therms-Tru F dosr-MRNwc" Smowl-Sat N0r17elel &&N3g;9 agtrnCNon-ImpwAARurA C,fleylxtl 171:3I121ytd No Yae No N(A AON.Mi 1 2020 PGT ledldrim land Fieabaraf Ill 10"d ur;:".O 1'EH NarmOsae N. .0 4;4t 9/TY.�r`i Cr hl if KAl 1'IMIt'p.'X1 14 r--J Re.- M20 MI wm`40r'a U'd Lk- iron, 9nrmw LOlt Rla/nVs. lS uv,o.M Lkitl PE 16111 11,110 INI. 20 /ti,p--d AJIImatim 2p20 PGT lndtslrlet Joe. R-do Wen►nadaaet0-CER mh-rlaafecc oO AI 11N5✓aYN 11K.IdJa' m I frX120 Appr4Rd Camplsas Edge FbsglewF Single Dwr caaoay: WnWaw 1011:40"100, "rII GIY P l!l z!4; Catwely nil a:)36E'33M PIE-0514 k,;''f 7Y 317-&a,5:q Calagwr, 4Nntfara (441)469.O7g0 (2sp1315.15a0 do oongfOu swil X corifiguratkGnl Siuk".eirl. FKed Ir0ada6Mtapglrktiawllsi c suberieeary Muaiana nvingrrQ mi'd.sam 3ls1X11111PW MraldlPt Itgdda4tli1lipL>dndltalta.0 10 31hor,ma-Tru Flber.Clowc and Smooln-,'Xar National Stan;& aquotrl I mpoctlLel r, Glaawt 1Jl:"1112'U7'2 NIP Y" Ilk,: NIA CrnpYaalca Malbod: C.O.S. Marl, a L/tang exn Campion" elaJlad: Erakua6al RaPm Fi,r'm . Cdlrel'rra Mram: CanMoatlen Mark a !!atop rXn C mpoelM Edge FRearglaaa Single Door Ksm rle.4M A.ylM.md lr,:f,de¢I v. I:o,.na.d r «,ds A Sidsslelsl (infnbgfOvtal+tng, XO. OX or OXO rJ .$Mama V+ri.+::xalal Lt gi n 'iidM4liFl*dLwtl 0711figud 11 k 71Nema Tm1 Fiber-Clasao and 64rgodl•80ar 6&0) 1?/"31!?+J2".' Nompoo Inlrwa&dor CJn Yas rJo MIA ibiL r ALIWJMa Ardruvad I, U., Asorwad Id us. N,,,- ulyiu S* S: ¢,Aa pr vll,:l'rn: OLItl�'.:Atia�iia a0 ym �t lal al Edg;6a9r:idead, i or CorrlptMiteEdge Flbsplase plubb Doak rRH or iaa 0d rtratl Call idreg.r In UP Qidde NVXM2 atldata,l Prn+a+rca 3m!Predict Miami 11um1dw or larree notaikildRvm SMSELIMfigAulam t4lndau 21111111tillUbw 6liftiQY f"oaLra WmbIA SLVMS (InaalrgtOut"ng A't of OXXn + rMv 3320 ,tiro. MIsuM InP.c1, Volt Ill Nlnl)" 4411W25 Yew Yes Yes WA AoRub muluu AULTagia ml lma at" 1 karens W AN Dods sod Wlndrers Alunrleum NMabrAse, 1U1eQo20 Yes Yes Yes WA aon4guratorl ANA P,t -t Muds. Mtatlara a NAIno � �,M1�aao.ap.,y"� �a" Al � Bad preassums 12 L Therme-TN Fiaer•{gmawand SrnoollF,�or Nominal 7aN3g,3 6qudthlon-tmpactaquot. Glazed I2131i2)22 Flo Yes No WA 2 i28s Veruta A--- Maurer A No Yes Vas WA Cornpcwto Edge Flbmplam Single Dodo Qnsren9+0utewng; X conligaria n) 13 m. Thormm-Tru FbenDlmiwesnd SIO.Vi Stet, IJol l 784l aquok"rkorlpes38q wall Glazed 1213122022 rjr, Y.s ilk, NiA Composite Edge Fiberglass Soll Poor vath Sideldol (lnaowina:3lawAmg; XO, OX or OXO confgurabor l - 14 n: TherKaTYu Fbw•CWelo and Smooth -SW Nomhel 8&039,0 aquo;Non-impedaquoF Glazed 121310= No Yes No 10A Composite Edpe Flaarglsas Single Door jfrlawngb4Duiswng. X oorllquraton) 15 o, Thenra-Tru Fiber.Cbmc and Srrnith.3Wr Nominal eal39A aquotNorl•IrnpaR&qudd Glazed 1:1r3^rAV.0 No Yes No NIA Composite Edge Flbaralam Single Door vol Sodolconsta(st 0 rAxigJOLaaWng: , Ox«oxo Flodds Departmew 4 Business & Prdiss9lonsl Regulation n r.a.1 Flonde Depareof Business & Professional Regulation Pop 2 a2 Florlde Departmsa erd of Busln& Prdressbnal Regulation P.geaai 16 p, Therr ool Fkbw.Cb nkz and Smooth -Star dmllguratony Nomhol ed,0111 iD 6quot.Nor+•,mpocAquot GhUW 1213V2D22 No Yes No NF:A f3UilarlagCodes arid Sur rdarth ,tar2na, Building Codes and Standards lolaza2, Bullding odes andStendaras 31a1'.423 Composite Fogs Fiberglass Double Door with or 'riamt Sidelli (I ruesinglioulsol xx or OXXO Product Approval Appllce(aon Detail Product Approval Applicatlon Detail Product Approval Detali opnllpuraddesl 17 q. ThdrrrsPTru Poor CY6ek: altd f»roGlh-:'a"btr Nomnal Sag38;8datl#Mon tmpectaquot, Opaque 1261r2=1 he Yas No NIA • =_ ..LU ', �' ',! CompoaftE 5n leDoorwith Edge Fiba+gFam 9 ...z. ._11�1'��lr� Ir l r .,:;:,�. 1 v III .........,: �....:....... ...0 4 ,. ..I ._.. ,@ r 1 1 r ., .era„ ". to ,.a--, Hill ,(r ,, ,,:, .,,_,: nisi .,r,k e 1., 7ramDm (Ir+wM rtp, O!X eonfgwehen) _ _ ;,�:,..I.. , , ;, .. z,,,. �. ::,: : I':, , .-. ., ,: , .:.:.�. - ,. .. � .. - � �.. a/. r.: :.r, .... �. . , , , >w, _ _ „_ e.._., .. ,.....h. ,a. ,x r ,.. ,.:o wok ,. , .', _ , 4 n,!la.:,If9hE�ur...1� 4,l.�ds!wtaml lG41:I�G:Ile,^Glen.:uwrt'as 4>prkrewaexw,mau<;;J"�4rar�v. :,a.4x•I'�.r ro v .. , r. ..Q ..;, t�'rsreada.r..:a,:rAYe4dtlmr:rluwu�rdsuer'.r.�lzlaean9.ua:�a..N�l�.11 16 r Thermu ru Fiber-CWniosill SrmoM�r Nominal 9gp3g, fJonlmp I.Aquat Opaque 12MStId022 NO Yes N. NiA � KayXgg {)Sat {olio pllpt_Fartse09 Via � � � � �R a" � go Cxompoolte Edge Ftbsgt.ss 9,ngIs Dow Ain mm xugm mommom GNM �°' am& Li,-,, le .lYaa Ya111rd3 .�".S hum, Settled !°2u1�LL, 21= ualidd d av ypl(wgg sec Amrrlrr ; awn lion Metals110119iiai gnm �AJAM 1rgldg-fbc laki 6 AWES sY fALAl9gr� AgMOYM a" SSdwits(al arMtl Trsnaun•1 {IraA„angK)utev.r.J O✓xt.Y CSOX or ONGX.J ConRlouraool Rr.labn 20M Jana Hardie swideo Ptad.kfs, no. led Olatae V, I are* Tao Jars gaednaed. P.E. 0110512M 121n42020 OIAW021 ' d.19 Fill ApwI wi°ilior' 2020 Akkas Nick Norm- tymd. F. &chmkt, PE Ryan J Rep, Or 07nar2o21 o2nW2077 02=021 O"Wia 71 Apprd.ed Frankel 2020 flhsF Wctlealfah Robert Nemlow tin W.1lt11 Vrdg 1, PE / 2A AW22 1247/2022 12002022 (121ott2p23 AWO l 19 a Thermo Tne F ber Clawo and Smoolh-Stair Nom"r BKN30;8 aglxA'„Non-Imlpoedtilol, Opaque !;1r1112V..l No Yas No WA Cassel. Pans Walit f9cm1543 6300 of l882 I'3.22367-252p c4leewin Pana vi (330)927-236'a PLAU00 IB131 W-5556 Cdo wr: Mal PE-WI66 99114)LL2ffiu Comi'osltd Edge Fiberglass Slagle Door wllh OIInCatepery: 54np 0.41 illernt,r ljorr herd iubCA".r. So % milt-daonnol.d..•ua sueereODW. AWM SUOPa rnartetgat.oan wdwi.(y (lonefng/our alrg, JCS, OX or OXO Cnr on nos WaltoC hlii llr.n k,pw Iran a • m cnurpi+arws Moines: Rvauation Raporh Item a cwpwc ao sdbod EVMualion Row Ram s Continuous Woad and so coimgwpwm) FI.W. Postal Arrnll.Cl Graf-1:'lanlavt FLA4 to Frol RaodelndArrd,aPxtaa UVinKd Poll Floods ROVUemdAralasd or a Uoorind Forms 20 L TherrYa-Tru Fiber-CAsaek and Snosan-S'ttr Nominal &E O"AO agta5l;Nm.srllpadMtadot Opaque IM112022 No i As ntn 14J.A Praraltormi cngl-sir P olsom Ml E,nynam P"Imse-I En0in CanSdelPOayte�Satis Fiberglas :krQQ• Dow vAth o bet( npM,)ratwafq X(: ill or OXO fJllil 8�lada FLa6gT2.Ra Paeduaa FLtl� 21 u. TherrtlaTN Flber•CWmlc entl 5mlodh-N'Al/ CrnMorw 06 Waled aril ;Sad or-ImpoauLYr) Nnmkiwuf9,yaW,96quot':Non.lnrpadl6qurrt, UharEa) M.'/a1r,>i13'2 Nd YM No WA dlwun Aaaur ° gpglg1yf11y1.yLt (fi�Y.XBQ.!,gL,V1pt IVLLV&[ g4`lLF': Q.ca'av Aaura,ce AnorurM Ice Uw Aooroved fa Use kLoa � 9fMu11LA►1uMt+ AfWreykd19e3kt Apormrad ra Ila. bllog � Composure Edge Kierglaea Singe Door An Ctairwl Eokdl sn Drs at_N1/hl 2AMOe MYrtb A"t1 t( 'l[IllW1. 6 w 6h�oauct MrulY. NrxrA+u cw w:rw wedrt a-ligmn Conan ErtlrWon Dats lei NVML WMdt IeVNt R.rldrtl Ikanura ,:fie Q Sroaaa s:1 (tnswtnWOuMMarg', XA, OX a OXO , C:eneii L.p S,dng teer»;,rrres„ o.p .rang 120112023 Y. Yes NA WA 1 a. 6qum2tarli $ofa Vent Or $did Vilry, Batt lw112627 Nfa Yea No NA 1 GAFAWW RON ehhp w Ia vas In F9Cnon4ANQ Fbrpafs rwalarood 340, lamanM.d. 5, 4,and 12111ar2D25 No Yet [4A MIA Continuous Hand and So dewomf1ao01M) H-Ill Lsw .'Jlnd IG1.•a. -t 1.p moll 121 coo" Y. Yes MA WA 2 b, blaAodfYliaete T444a90: Sol Ill a Shctl Vr'r1 $era 12r31=3 No Y" No WA iuneratiaa elpAdes eVMRadrpiss 22 1 Therms-Tru Fees 4;tawc and SnroottrSter Nominal $&g :0agwtNon-imWaA&quac Glued IM1120C No No WA s o. 6oud;Grarrlbrkir Vlmsoa P"0044639 SOR Von, a IWId Y.1P'Ih ecnYp 12131rcu23 No Yea No WA Compddieo Sloe Fiblcrgh as Sirs a Door *ot, a a saµdl0691iim Sam( yI1.nI a, SA'd u'. 0 bMa 12111=3 NO Tas No WA skmaws) QnavAnglOutsietk') xr:', OX a OXO S o. L:quaA;^hxrNr Da.4glwlt Sa1mt I (..yea ,'nµ r;arf4l ^:::31 ,q77 lb Vaa No 1arA coallenuous Head And SIII C41rIhgLISIYIID) f I'.n:al,, :nr1'.1 1rarn''I4,l H !%:rf It ::,llrv!'W rY ";,4 1:711111'2.1 tJa Yn 14. I41A 23 w Tlwrnrs-TTu Fibw-CWMio sod 5nloodleSbar Nomlwwl 9&Al agrx4. Non PmpeetLouol. Crmqus 1213112= No Yas Nl IJ/A Composite Edge F,t)ergkm Doer Pool vim Varied 9idalibe(etl Fitt6'Mngh7rlawflg, xx xis( Gr Xxxid QW69 lationa) 24 a TrienmsTim Flbw-Glaa'sic: uxt Srnw.A-Slw Neill 611KA,0 aqua;f'don-fmpsct&quot, Opaque I;r'ilrA^t1:: No Yas No WA Composite Edge F,balgals Door Perle rs with Voided Si elesil n)(Inawr1g101Fftr vhg; )0s XDaw X)O(X confillwabres) 25 y Themla.Tm Fries 0666ro End SmoMM1'StOr Nommbl SlN3g;8 &quOh,Non•IRtr»ol6qudk, Glazed 12191f7G,72 P40 Yes No WA Composite Edge FibwgMm Doc, Panale roan Ve,&W SedNb(s) OnaaingilOratswing: X1( W w X)= Florida Departmens :tip Business A Prol69sionsl Regulation Page 1 sir, Flallide Depsrtorent of Business h Prctssslonsi Regulal on Pew l It Florida DeparlmerM of Business & Professional Regubtbn Pep.! oil ourtlptrrauons) r Buiwr'CAxlos urro%lAlxiardb; aa2621 Building Codas and Standards 1NX21 BUIIdng Codes and Standards IA M2, 26 zThermal leWrLlaasicandSw*Wb-&sir Nomial89Nag 8quot.NO21722 n-woocillouctGlued 12)31f NI)rrF him NIA g Composite Edge Ftblriwas OW, PonNa vim Vented 9dasa{r:J gnswngiOldawrp. X:t XXxw XXXX Product ,ipproVal Application Well Product Approval Application DetaE Product Appeaval Application Dstall OMM?Uratms) .,...: ..,.. ...., ._:. rvr,:,,,�., a -. :....:::.., :.... -... -.-.,. -. ,. ---- .,,,,,..... ., ".,: so. TtNMmMTru Fiw-OayskwW Smooth -Star Nomnal6&a30, 8 a qua. Non rm-aSaaawt Glazed Wall= No Yes. Ispa NIA OomlPosile E Faber ass Single Dada vieh 3M9B4O Edge g1iJ ,:;:. .,.mr.•r.�+sn •' li_'----- a le l,,;:l r,-Y,.d�......", :..,,: 1.,:', , : ,. � :, m, 1 9 OnawrrlgrGerowrq xGl, OX a OXO .. ��: ore llrill,,,+ z GlY.V., Ix Door 0aut Re 2a zb Tao m6 Tms FXf w"CAsaslCsod SnnOdm"4Wr Tgwa) Nominala Ali a aquot Non-lnnptdiaglult. n1w a1 112/3112022 No yes No v:4 iJAg ygplety >.� )La"FA sulenmmal sac Auu hale dgramp" slalgt :YYi Ad,RLGNr8,LL11 S: �v=l br��wA(kran. 3pg�a�gt VMkWd El�Bffi F5for Yurrm alaus, _ 17CM Y"'go _ n mil M4....!E.-.-urr roar iwa ._war a uc. w. vw _ _ IJYdao••_„ay Yllll"H, !aC AmrovN A� a6.tw CompgMto Edge Fiberglass Owbte Door ,,Ah Q.xata+ 2776 TAW! &Ailing Products LLC Kam Golan Ra: x1 Nleminerr Jet IN Fneaa,4nh, PE 10104M323 1rafsef1lr);11 111 IVU:Y, 12m 5rxJ'2!i M:t„c.Kd l --1 AJ : I. v lho,N,sr.e. Ili,: z,-. 11, lipsdn nf•.h"ln,.turA 1drrY L:nn.lman Zacruty R k,evl 'A", M !Alen:. P4 Ill 1,%121 Owle+700 r19122Q020 13T52020 Appra,M Ray- 2020 floods Wallis P"lakloa In< varA Joaro James L Buck., P E.0 Sit," W U?m r'E 010 r12020 OW2512070 100A7070 12merAm App -4 3 W30l) Sidelines Onsinana12utewM, OJQW CaapaY; Po,Anp AI e, l6644 PE F.166 1*54)rn-o724 neetas L-a,, r i AMl_L'i ,a'131744-34a8 P614021 iri l)317d464 Cregary: Reoing (w4)7Ef34soo CauCK Esonereg 11171317.6454 20 so, Therma.Tru Fibs -Classic and Smoottl sionffgunal Nominal SaN1eD a uall;Non-1rtpaGlSquot Glued 12f3tf2')22 No Yas ink+ NUN ale urrdedwy"Ns CA slP,r: item .den arreo.torn 4g Car.gr ; Rcl:Vj C:atepoly: RvAng Acce,raanarl mel Al an lery®Aab+eaa eealingsom S1eCalmail : Roolli Accesson4a this one an foil Pan orfse R.Oftg Systom dwa@:aemoodom PE•31242 Composite Edge Fiberglass Simile Dew, idh'.40% 0 cormorants Modiod: Evaluation R4pw tan a integral"Pest time Raplmp 6rywe., C..wgtnc. M4aad: Evaluetian Report iron e 9adelaa(s) (InaAlir141al;)IASMr1g XG, OX a OXO f Flotlda Reeaared Arrvled wet Lrataad Flans RFIW Reprsaional Carnplu nee Msono& EYNl.saw P-OW toe a Fladda rRsiloto ed Atonal rra udmsad Floods dw1 rs) ra7 I'k' r4;:4 Engineer ProfesRetie RegraMred Armil lwa Uwwd Ford. woFmimairmemeer 30 zd. Thernwo-Tea Fibot4Daook and Smmat-S1w NMom�InW=,.0aquctWa lmpaaaquet Glazed 12131/2022 No Ye4 prores4Mnp Engineer Compmite Fop Framingham Double Door Wal tlpr j,}p6M wmudle F I e714Mr.A7 wllasatn 33030;0 Smelt" (Ins MwOutal AXXO !if2lifaa Aa li,av:+Anatol 1, Us, ARMONC16LAM aiafi t p pMy4pa Prmaas y'p 31 is Tnwmq•T'tU FbwJfJamfOsnd Smooth -boar configuration) PJO/7fAMJ 7a63D;D aqudt;NGn•lmpactaqua, Shursx t2/8711022 No Yes ivo rJ1n Baui NoduN Maid. e►n,ne r.. M.n1a py�frr•,�.ayY c.rA aca E_.rHedla, gar t)r Yeo Pk s/aldrffi rr,rA t NiA guaaus69iil'is+ ACArGwdfol use Aimaved tar Uae blgail yt La2 � Ouaar AaMa'seas Nu-I-�1 pp- 1 AMewad lr Umit fltlms'dlale lid laa Pli:W1 Y1.1l gtWdal66Y at" ROmru '1aa'- -ib Swell Companies Edge Glazed Fibargfasu Singi Door asth orwthoul 1Mi3p;25ldelb tie) I TAMKO RVJI Under ltejmw+ls(IfvK3 Rnosumelayrnmisfnwan eCM14Z 0N2SQCQ3 1unuM.Mnv 1aR. rL9g�tsgW h-,mra come lANN, ;, I to Tq• 4n Fadv. Vef1i kiln ua'Fe a:1 I tic p�y,g�g Conran rusirs o+a ie Da. s1aUc roll rmalala mar bom0 JrA'�"i!'O:YA jr, mv),2 4'av Lam Y'w NIA Fi yci WA S 4w4gtdr, naum_RklpaVanrI ibr pMdemidl roots fdriaill fl ham 0 VV A4urnr,i,lr, 1- 0� (lrtlNdrtglOu6NPkq,xOx xD or OXO cadigvre150ns) 2 TAMNO Red UnWAaymemscMON-F1Vnq} Raauncwnayman4ln u.ar aC Hen-HiM112 0612911113 Na Yet 1iaA N+A: IAMICO OFon-kVtnl 78 ga. u&V3,7025 Plus, 'lag NA eC/.y7,:, Peisdtddrta 'ANy;:rl Oa-Rrlge Pao V.,'•,Ih ton Mn 4 1'.Ill O Rwit1 Tap N-Hkgs vert Will NMeren IIW :'rt Vs slab0 rood,"IrWorvfdh lningra ad We. OWIKO0 :r Star:roorventwo„!'Kh Dame 1"AcN:'.[I:}Y '+'oY Yes Yea Yam, NA N144. WA WA 21 2023 Pa _ A Florida DeparMlerr of Business & Professional Regulation Paw 1 me i Fbnds Departmerd of BLM:Inels & Professional Regulation P.,. n Fir) Florida Depadment of Business & Professional Regulation I Florida Department of Business and Professional Regulation BLtlldilfg Costs and StafdeMa '.,1 ' BUl!ding Code's and Standartla LrP'7U3i lkilding Oodles and Standards �W20 3 Building Codes and Standards 311512022 Virtual Revi Assist. Inc. Product ra )rgvsl Application Detail pl PP Product Approval Application Defall Product Approval Appncagon Detau ted an d Product Approval Application Detail ofn .r, 1 ' :.Kmufwtum 11 1 I I „ 1 tin 1 II,II II.rI1k4 l t 202 O FB t 1 flan w ,,.. .Ysalan I ,- , .III:@ill! rv,. a l.11 r C�e''wtth for imp y 4,ga BM dtatlf10a+ta EaP1.9E s Ile nw&li a Vodaag.lNL Drrto DO 2lk2r,aalm Vondieeg s BYa AaQsural Illaal b[etr IagaLaian cortMt error! auuerar 'vJd�imatLlaL am a FAC�wrill Ag�3stl 14IIL � 11 drmlSiwx srgdas► �.iLkmw Yl�gd ilv EM& �1 y D L_a An lahr P/i FLl15256-R31 Rewis an „)2D Lrrnante Kell It iy Jar a4 L eadnr. P.E 81-M 1-Wil E t:.,3+.n.^0 11,??23:41 192QJC721 ring IW Ape, RrM6Mn 2020 ermil Aterg Anoerean lal aAlow unAmm1 9.111.11- .�yrw ar.lx. A3 t') IIV112020 11A35Q020 Appeal Revision 2920 GI" Prbt&dW% Pradutss, LLC. Tan Robinson YW&WALTO Jr. P,E. John W Kin aeavlM. PF. 01)AVJ12D20 DlWV420 IORfQ02C, 12Itir2020 ADPdad !Sera GM aarUY-A i�aaaaalys�s.��A� Fawn La,sra. turn aayyY.�ai�d�iln,a� rteae. Status YJ®Ma aperaylQar�, cateearr: A+orng (5011 y4)SIF:, PE. ,1242 ;T1�701'-$d•1 coal Radial (801)3W-"1 .^a"VA LL, �'�Jh1 [I?�,+(I P.�i Cat:apMr: eta."- 1954, BW755 PE.N167 (k54)/72472/ Version Minufactufx � iLWaa>�yfC lid ed ft 1a/t'r�aal date 1 ,ap6a�l1�a.1 itte iO1MYYilYia t l.ial:llMiM. ed i�DfQVed Approved g�a.W'V' rfooln11 canaa,rs 01.r v. a:1 Imo" Parialaho RookloliIlKn ,eM leyQinw+�A. Ginn son"aar ly: Racing ll CMpll4nea NdbN d: Evaluation Report Mena Polo Alde,ag,releorw m m subta a l gam Penes lln rabinaan/gppol Revidon2020 POLYGLASS USA Maury,Alpert, License John .iMMiailaaL 1(Y2&2D20lail 2D20FFC 12015f21320 IaMblMlteMMaee:E,,"KhdnReport ton. lerview ro,oaaaEAWy Conpurl treated: Ewlvaion Row! Urn a Floras RapuMsdaaeeda.LilenwoFlaVa In CalisporlRoofing S®5331330SmalPAPofYlass-Corn RobertNieminen Knazil PE U1111221111 Fl"MRoolW dArch4eclaaLkenwdFlcca PraestaanslEngr Subcategory: PE-59188 (954) 772•8224 ' 11101r702D Pr4NNma Goaa FLNIANJIK12Praaa Undedayments EL93EML4Lemkidk fseldaat� CanplMndeMMhod: g9SpryAawrrnde AlYdiydltM AMEaEiii.(i1skR aD9Ad Dss19T1 yyp�p t+t_..v redid �: ®sir a coma snot ma _. 1.,lunrry .s+Me. Srll Old Endafa 10 sw� col a+ema-rxmlm CFi 1,f 2�: So set �YAaIaOa a Aa®atlJgcbW � aablm I ornplien Repethod: Mmi g SQltard. EarpMialm Gr. IRMVHi d11ttIM NYHZ aardrala tY:bsletl Trall soap anoaet 1T SI1onYWO Olver akebamPSdhSaake FloProAi- Stoe".CA Yes MA WA �E 70Gege<smiwndldaleMM�mPen.IvfhuTC LA.wq.IMgdrevsrJaeHPa,Amht A.x'.srred 1731Q023 ni(�x QWAA NM � Y.. in Yaa WA �J a Florida RAgli Bred Architect: or Lcensed 1 Dek-AilDA-4ailTRM410sde-AwDA-4 Last Pratt-Patepradylel I .: Ra 4V-1 12F10RO25 WsttanXeNAeschM tiFMv: a,10lick No Yaw Nm 0'1.101 1p Smaty 900 Ul Shale bem0'.'Sod Shake 19 Saxony 700 Shale., Slate damp. $pill $hake Fiat PrMk - Risso. CA i'- t I, Fie pridl - Sltil . CA I x1:1 N, sin Y4a "yes WA MIA PNA MIA 2 24 Gay+' e)avanlztd e#m :31mm P6nMs+rIHVH2 0` Ft Gry Math to Pa Oa hu-- P•yrat l Ctmly,srerl 0avaciznd 91hM %Wes porl fml IZ3102M NO Yt4 Yat WA Florida PrDteasonel 20 seaalY 70e snake. side sane: Sad their, 2( T,-Itsipa a ha:a.lrna flat Prilft "to CA , 2/ 1t L "': 14ry1 kmty ll r,; Jr.) Q1120 N,r eao s Ye. Yes MIA MA 'VA TWA28 a no tN Imtlo to Pra aW M nf4m. p"P P'tIM ie a [jai/2 Engineer FUS2BB,A31 Products Moo+ arPane. Katy TX:;1r, rze NO, yes MA WA ClundirtAmuraners do:r reveal«' Ur ARrMffikdlffgft Inp'o geo,as Boston i19Prodara J[ggi WellNumber or No" L Product Daabrkdon 1 PolyglessRoo}Unde1M)Aaents Rooenguideriaymenta 101`2112d22 No Yes NMA +WA1-622.G R,sr 1 P6lydass Roof Unoelsyalarmas (HVHZ) Poorest" roof uateriaymsort lot u$o kn FUO 111'1:01=1 Yes No NIA WA HYFIZ iludedicliumbi 2 Po1y(sass ROW Uncedlyro" ((1017'HYFLZ) Pol ss roof Under+aym anti,1 r use In 12123I2023 No Yes WA +NW-M,5 � Fill mn-HVHZ judsdleaorle ,. FPo,ida Depa tment : Business 8 Professional Regulation Pale + of Florida GeporDleortl of Business & Professional R agu{stWn area F a, Florida Department of Business & Prgrf)SEbne( Regu aloe!! Iroga, a, O S.� 1 Pq ass Roof Undebl yP dnents (HiIF¢l Patios" robfuld erlbsfor use in FSCUY2ardDit3 Yes Pabgl MfFlt )udadlpkcawM� No Ni N1„ EiUlldll.'.](;OC125 it r'.d ;'iii111drTfdB ';�rY:2:' Building Codes and Standards 7R1]071 B4Ntldllg ('iddaS arid Standards N7F2Ix1 2 Polygtess Rod UrwedlymerRs (ndn•HVFtZi POyglass rod underloyments, l we n 12123F2023 No pa$-nwf•HVHZ jur(edkaoma 'Yas NM4 +WFJ•S2"t:5 Product Ay, r4Va1 Ikatloft f?eRaN P APP Product Approval Aiepelcauan Defall Prorliacl AppRt2val Applicalbn Detail 1 Poillil Roof Undorbymwlt'o (HVKZ'I P:Jtyrpase rod 4ndlelayn,erte for use in F13C 13r23f2023 Yes No WA WA .1 - '. � , .. Ill I �Iljlih�l Nlaei'@P,II ,. H+lHZ iadeGl«r6. 'kg4ta :II __:; _. li', 111 I 14111911rll .. 1� 1 ��II�IIIIIrIlli�ll�lla.tl�V�III IITuI�IlulVlulmrvlumwlVllllr,l .' ., ,r. 1,, 2 PolygillRacrUnderlaylasnls(iron-14VK4Polyglass roof urW*dWr ants, for use h 12J23r2023 No Yes WA +WA/9225 , .. 4s� _ EaL Sale. Mix ilk pflt onopmam ,piss � kftia am 2" camp am pile FBC non-HVHZjuriadieatna. WA WA Vencion Manuleulvtte• derypot sellM low aLicense validated By V 10,1I.d Submitted FaC.A rawt Aporloved iE-tW0 !Adds, @1-zd esa Corel Ireklose 6le.wrM Veadorad ny +: R-Ott Pa XINIM asom 10131,2020 rts221X720 twaoKgw I1AUM2D AUNRW 11N6Q020 a" 1' wanda. raw PM,.+aLerr,wa VAWAmw! , fWIAQNM ARgMM a" 1'2r2wm /�'�►tF 1 Potillass Roof Undedalts"(WHZ) Po 09" rod urdedlaymorts for usem FSC12/231=M Yes No Huvc- ?i.Y,N) All Arrlerlcan Shutters and Glass. Mks Felt- Frsl:,l. Winnarclol Trw Boall PE 1(i,2tu7a. l ' •.a"1111;,h) 11(D/•2202D 121Te1,i4Ct20 ApprCUAd Fir"ot 2020 Ara p Stlod Its- n-r F,r n, ism Tmn,ce l,�: sonM al ReAw+ 2D20 Cwrnwdal Cowell loodu r�c. Rdeen GO* Sorill A Gm4a.bale jorI y iWIUD20 l2n WO20 tins Pao Appr HVH2 lunodra«Ls category, Snutbers (WI)712-OW2 F'L" Ai'P.,41a (554)947-Oa9O CONNOW 3eudurw Carryloaeata Trans (32117Ill r r*1.rr ,n+. '1t' Mew,401pnd(1.:roF, :dr. fbl a)adP.3T0T PE•34N5 i562�1M.7311 2 Polyliass Roof Underafytsents(rew-111,A-M Pdyglass roofurderatym titles, for use In 1212VX23 No Yes WA +WAI.822.5 subea ry, 9t"Panels mla'ebgstwn,widonanune D.Wca•go,y: Own atOCMspw►: fYOdarAa Iaio0ue40 tie A Roan or 4009 fe"40npeadwo pKwdaaa�ysboo-Mora FBC non-HVHZ jurisdatons. Co"Isnce Metthod EYall:,0--Report Imma rs tiara CKtM4rae astwd EviuMlm R.vsrt tans PtwAid EvouatNM1 Eeday faro Tshaloel CampllYKi McNod: Regal dam Flpftla Regle edmlteDl Or a L Cdnre4l H'lar kt4 s Engineer Prdaaeioral Enoine4r L.Lai 2d,l,LYJi1s51i1a hOod.al Nd,lletl a a oriented floAde PkalM R•W Env - Prraea. cow Engrrma O FRM ieall-M Products ]FIRM 0,WWAsmra.o AApOrovail for Lfee Assvavt!1a U•e Im,uml Oewar e'4N1'r17��O!!'ta eta_ ,pggpprAnsg;rance AttOrovAd rnr tlaa AwaroYed far use r) ossugpl AMA PfaAUMagkl„Il tarn rP:.Hbmf 1'r-QJarSt_D:!dt!,Jlpf(OA cootract tokmdmomt In Imo 411Y40."M B W W Pressure 5eq A Predust NtedN. N9o16or or rtema Product Porwrinuw, control Expiration Des In Hvili. Ou a lies HVMI reeeha" Pnaqure 1 Ill OrGfAFOres Hdher $frunoln IH ea+nc 11 ll Cc.•r+salK F1.I. 12Ja14024 Yes; Yes NA NIA QM@XAi NAM AM NOUQ.(ka &NWZ LUAU we& Alm 1 249p Gantantras 50*1 Stan Panels 24gd GONanReO SOaN StO I'll 121311f2022 '(ell, Yes YY,,, WA 2 Troll600AVOW Hlil RQ y hi 0oma.lof F1ole l2t11r2024 Yes Yes NA MIA ama need d+tnedm ig R tgJ wz Qwdl tH" thillieft Yrmmn OP ITW BrA64atl6t Tnda M.tal Cwslettcr Flows, )2r31QD24 Yes Yea NIA NIA 1 Costly Prsraai a CorrmKaalCwtrm,e F•r1ldJcfa ll Footrests CMcrcI. Untnla 05/25lc'V24 No Yet WA WA t rTW iL`aTa1pM Worse Matta Cami:la FRMe r 1,31 r;;ri2a Yes Yes NA MA W Florida Daparrrlsra of Business & Professional Regulation Fail 30=3 Fbrids Dapartmerd Of BUS411e13 & Professknal Regulation Codes Farr r A l 4r1,c2_, Florida Dopertfneld of Business & Proteasilonsil RetWlation Building Codes Standards Pagel 12 ze,.D21 Budding Codes mind Standards BuWIV and Standards and Product Approve(Applcation Detail Product ,Approval ApplkadonDeaU Product Approval Applicaton Detail Sam �,Ik�I�I��uV'�liul����l�a��61����11 1iI 1 ,Iu. ,.1� : IIM� qIIN h 1I .. 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Eysu aim Hsp-M Oil a IlRagnaradAreml a elm PradMCt eAlu lam emar, Waded Eyslu.smlRy Er Floods a a uteri 1 F'1&' Z risnuAn leaf fLMOV4tit Radar. RCR,11oa Frionew Q 4MMMI ALI-M AMEMNAALft ewmRms 1, U, hooL :alft QuW&.A1iai me Amassed tar Jae Acorard ter Uw mma Retail ,(yE} S Predaets J^ aattlt ftMLM MEMM 2m&*.Ebgllallmgu iftill OUWb 1,111l ltsskibd $ksssuO 11111128 ormi2 A1wl 03r31Q023 hlf7t11i 0utL wl(liii 1':on BN�itOg( lilm a5lksro WA abd(IIIXANWAU AslglS.Yl3I1411.V a AowDtmdfr921 ARW 21 ty t W7rAH9 to ge I've fuenph vuas 4mneda per 12739/2024 Yet Yes NA WAtn,r 1 Iaalaar,l Lv1 , Fara4sm Per w.led'aenea,.uatlr PKpltal Niel lW1,120:3 No Na Yes WA Iu.A �L wmiarz WarrL MupAR a coma j+,Legir,ti..-, m,nr in Awl set sdir d]0!t :9alalslL PJafSgra 2 weege is go. sups, aga etanlll INW tanMa oafs, t2I3112024 Y"Yes NIA NIA, 's Tknbs,sr L94 Luna., D3111/202,1 'r'rn NIA WA. 1 Arne scud ratio: Vented Aurninvm sell k'h Akrha .Uu I,Wrn Jdlal A el, v o,"r Hied lN�lm,i:u:rl No nos No WA 3 bill l6 16 9. till Lamed. d+le 121SLg012/ Yas Yes NA ruA Bova / iJ km k)oard BU%X*JMI CMud Strul Canpcala wmoar .,r onanMd $laid 1'!,+71,12(12a No No Ytv *irA M,A. 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Virtua t d and approved Plans Review compl Edition the 20 FBC 7th for compliance with by Debra Anne hr PX2300 L� CIO 0 CL 0 Q 0 CL `. ■■�i JIM 0- IM IM d ZJ CU z J a_ SHEET NO. March 6, 2023 PA 1,2 CC= Simpson Strong -Tie 2020 FBC Approved Products Updated I2JW?0210 C=PFor direct Inks to all GOT approvals lobo below, �;Llr; it_quF,- For additional inkMabn(VFl'38doierootAovN&nd IMa fWWA& gee f }duct Model. Number grAM Product Description Titan Stainless Steel Concrete a Masonry Screw (IT N-515) 114'' didinietei T den stariertis steel masonry screw FLN068IIFR6 I SDI01120BB Outdoor Accents Connector Sorew 2 SO91 12. SD4r71 2 S01 0112. SDI 02112 cis uir I, ,i r)f m, n Sr Con n etc r fk:wr-vv 3 SD9112S5 SCQ212SS Snroriq Dive 6D '%Innqctof S� Sctvw 4 SDCF22434 SE)CF22512 SDCF22614, SDCF227OO, SDCF,12M' . SDCI`2210114, 1,twg.DrivAsDGP rJrrbvtr.Z:F ;3rriew 5DCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDGP22434, SDCP22512, SDCP22614, SDCP22700 SC)CP22868, SIDCP22912. b1org-[)r.,vP.SDCF1 I im"r-CllScrew SDCP221100, SDCP221134, SDCP271400 05 SDHR27400 SDHR27014, SDHR314170, SL)HR31614 Strong-(lrive StJHR Combo -Head Screw 7 SDS251112, SD825134, SDS2200, SDS25212 SGS2630D, SDS-25312, SDS2541 Strong -Drive SOS Heavy -Duty Connector Screw SDS256OO. 1SDS258OO, SOS258M 8 SDS25112SE, SCIS25200SS, MS,2.5212.615, SDS253005S, S08253128S Strong -Drive SDS Heavy -Duty Connector SS So- 9 SDWF2716,SDWF2720,SDWF2124 SDWF2726,SDWF27'3fO Strong-Drve SDWF Floor-to-Flocir Screw F1,1110007-R8 SolProduct Model- Nunher ar Name Product Descdptlan I ATR318, ATR112 ATRU8, ATR314 Threaded Rods 2 ATUDS,ATUOS-2,ATUDD,ATtIOG-2,ATI,JM.S ATUD14,ATLJD14-2 Alwturium Take L,,) 0"ke 3 BP36-2, BPI/2, 6P112-3 UP5/6 2, EfJl"UW, BP3A UW4-3. SPIRTUD3 4 Bearing Plates 4 CNW3i8 C NW"' C""A"S'ar C!'1VV314, CNW"-W, CNW3V4-SS Coupler Nuts, CTUD55, CrUDS5, CTUDISS, CTLID75, CTUD76, CTU077, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device CTUD98, CTUDW 13 1,13.144. N5, M Heavy Hex Nuts 7 RTUD3, RTUD38. RTIJ134, RTIUD46 R TLJU5 R I UD8, RTUD7, RTUDO Ratchefling Take -Up Device 8 TUD9, TUD10 r 0.0-L p Device 9 TUW38 Take -Up Washer 10 11F41S14 308" Uplifit Rod Run Taidown System .11 URSA 1/2" Uplift Rod Run Tiediam System 12 URS5 &OR" Uplih Rcyj Run Tiodr3wri System 13 URS* VCU plft Rani Run Toddom ';y-.0orn FLN10441-111116 229LA Product Model. Number or Narrw Protluct DescrMan I 1OTT2 Hold-down 2 HOCID/4, HOCI= Hold-down 3 11-0018, HHDQII, HHDO14 Hold-down 4 HOUZ HOU4, HOU5 HDU8, HULl 11 f i0U1 4 Hold -dam 5 HPA26, HPA35 Swap -style puffin anchor a LSrrHD8 LSTHD8RJ Strap -style hold-down 7 MASA.MASAP Foundation anchor strop 8 MPAI32, MPAI" Strap -style puron anchor 9 PA18, PA23, PA26, PA35, PA51, PASR Strap -style purfin anchor 10 PAII8, FI PA1128. PAISS Strap-solle puffin anchor 11 STHDIO. STHD10RJ :,trap -style hold-down 12 9THD14 STHDIARJ Stiopi-stryie hold-down Simpson Strong -Tie 2020 FBC Approved Products updated 12W020 For drooll Inks to IN SST approvals listed boilow, "I;AA *01, For additional ii Ill ton roq!r� Flordss Statewide Product Approval Syrtem and Mini -Dade County Notice of Acceptance t2L_46QA1Ur 21 L13 series hangers Top Mange hangers available in vild th at I -9.11le" and heights ranging horn 6-318" to 15-118" 22 LBAZ lionsis hange,ii, Top flange hangers available in width of 1 -9110" and heights ra nuiriq I,om 9 -M S, to 13-118" 23 LEG3, LE05. LEG7 sores hangers I pip flarigrit hangers available in vadtfiris ratigryj flora 3 114"' to 6 7/8" and heights ranging from 9" to 3,1 11:2" 24 NW5, ME07 sorkesh"rill Top flange hangers availarwile in wi;*is migw4 from L, 1,1410 G 74' and heights ranging firym 9" to 12 1/7' 25 NIT series hangers Top flange hangers avoilabiv in widths ranging from 1-9/16" to 1/8" and heights ranging from O-IX'to 24" 20 PF, PIFB, PFDS, PFDSB owes hangers Top flange hangers available in width of 11-9/18" and reights, ranging bom 3-3,t3' to 7 1 ll!" 27 FIR Ridge roller connector 28 111 owes hartgors. I op flange hangers available In widths ranging from I .011(r, to 1JO" and heights ranging 9 N'to 32r FLK0960-R5 JW Product Model. Number or Name I AFIA44, ABA44R, ABA46, AGA40R, ABABB: ABABSR 2 ABLI44; ABU44R, ABLI46, ABILMOR, ABU55, ABU", ABL)85, ABU66 ABLI66R ASU88, ABU88R,ABU10I0,ABU1O101R ABU1212,ABU1212R 3 ABW44Z, ABWMRZ, ASW46Z, ABW46RZ4 ABWOOZ, ABWWRZ A?;VW.ir 4 A04, AC4R, ACE-4, AI AM. ACES 6 WA, BC46. SC4K aM. BM. SM BCS2-214, BC52-M 6 C1944, C801, OW 0288, CBW 7 CBSO44-:5062, CSSOWS052, CBSQe6-SDS2, CBSQ80-SOS2, C:M88-SDS2 ilil X, r7cc. ECCU Sores 9 CCO­SDS1 5, EOCO-SOS2.5 Swiss 10 CPT44Z, CPTW, CFT88Z 11 EPB44A EP-BU, EP1548, EPBW 12 EP94Z is LCW LOS" 14 M4Z, LP= 15 NPBW, MP98m, MP888Z 10 PB44, P844P, P", P806, PBOOR 17 PBS44A, PSSM PBS88 is Psve, PBViO 10 120,44.118. PC40.1a, RC48-18, PC"18. P088.16. EFIC44-16, EPC48-16, EPC48 18, EPC84-18, FPCM18 2D FC4Z, PC4R4 PCOZ, PC5RZ, P05Z, PQ5RZ, EPC4Z, EPC4RZ, EPCI EPCdRZ EPC8Z BdC8RZ 21 FPB44-4Z PPB4441Z 22 RP8Z FL*J OW�R5 Ing Product triode). Numbaror Mama I NA, FSA 2 feel 3 GH48-8, GH415-111, 01,14", 011-148-8, OH41 0-6 GH410-8 GH%6 CH06.5, G-1166.6, QH68- 8, GI-161104, CH610.8 4 GLBO& GLS5B, GLB5C, GLB5D, GL87A GLB713, QLB7C, GLB?D 6 (3LBT$12, GBLT612, GLBT$16, GBLTBie. GLBTS20, GBLT620 6 HIGLOA, HGLBB, FIGIUBC, FIGLBD 7 FGT-2, HGT_1, (HGT-4 8 kJFP1O SIDS3 g URFP Product QWriptican Adjustable Post Hose Adjustable Post How Adjustable Post Base Post Cap Post Cap Embedded Column Been Embedded Column Base Baked colurnin, caps With WI ranging from 3-104" to 9- IrZ and VV2 ranging from 3.W'to 7-1/2"' Scr ewed column caps with W1 ranging from, 3.1f4"to 9-ItXanid W2 ranging frorr Concealed Post Tie Base Embeatichad Pod Be" Embedded Poo Bus Embedded Column Base Light Post Cup Moment Past Base Embedded Post Base Erribedcecil Fast Base Round Post killso Post Cap Pont Cup Part Rase Re" Pexlit Beat Product Deamftlen Foundation Anchor Piet Retrofit Foundation Plate Girder Hanger Guam b"Fing Plato ouialm Bearing rian, Heavy Glutam Soaring Plate Heavy Girder Tiedciovr Universal Fourridaton Plate Universal Retrofit Foundoitor) Plate M Simpson Strong -Tie 2020 FBC Approved Products 001*1 ItIl I 11"r, Q=WFa direct Mks10alli3„9'i'spprovelsrAedbHa+w Ii HERE For additional informarifiri tar�a,rflhg Producir Approval 8.,.stom and rAlund-II rMilyN(We ofAcmirilince (1,10A) 171-101104416-116 101 Product Model, Number or Name Product Dobcdotion I A21, A23, A33 A34. A35, A44 Angles, 7 APA?I APA4 APA13, APVA21 ANA4. APVA6 Outdoor Accents Angles APS44 , APBfFIR, APVB66, APSW, APB88. APB88R, APE'll UI 0, AV 3101 OR, APVBO, Outdoor Accents Post Wsft APVU44R. APVB56 AFVB66R . APVBSS, APVBW, A PVUI ()10, AF` /B1 01 DR 4 APDJT2-4. APDJT2R-4, APOJIT2-6, APDJT2R4, APVDJT:. 4, APVO, r2R4, APV1XFT2 6 Cutdoor Accents Deck Jest I ivi APVDJT21R-8 6 APHH46, APHIF1148R, APHHGIO. AP111,1611OR Cwtdoor ecizeritt, iiea.i, Hargei 8 APL4 APIA, APT4 A177S, APVI 4, ARVIA APVT4, APVT6 -,ord,io, Ar,,efvf,, I awl T P.A.-,am-toC'-oIurrtr Ties 7 APLH24, AP11.1-12AR APILL120, API-1-126R, APLH210. APLH21OR 0iit000r Accents Light Hangers 6 BvLz Brick Veneer Ledger Connector 9 CBT21 C8141 Concealed Beam I war 10 cilU C;,1'14/ C;..451 C.Fll Concealed Joist Ties 11 WT14 Deck Joist Tie 12 DS Cry Wall Stop 13 FC4 nC;Jj rrorri,ng Cirps 14 FWAN/ Fnlundatior Wall Angles 15 CAI CA2 Gusset Arilre's, 113 H-')A, H2 5T H8, HI0A-2, H1 CS, H14, HGAIO Hurricane Ties 17 1 icJT7 Heavy Corcoaral Joint Tie IS HH4 * HH6 Header Hangers 19 KBSIIZ Knee -Brace Stabilizer 2D L30,L50,L70 LRD Angles 21 LCF4 Post Cap 22 LSWLS50, LS70, LSQQ tAiloisrdble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSW26RZ LSW2A.Z L' WilaRl LSSJ21OLZ, LSW21,,iRZ Field Adjustable Jack Hanger 25 ILSSRI 81, L1,13R2 1SR' , 17 t Z11,R2 56 LSSR210.2, L&13R4I0 Field Adjustable SIopeabIt-./Skrwjbk-! Honger )S L `P4. LI 1L) Tie Plat" 27 Mi,237, MI247, ML282, ML287, ML21OZ Ancliet, 25 MMH8 Roof I ko Uanwi 29 MMIFIC 11" Root Connector 30 MMLtJ26, MMLIJ26-2, fAMILL12115 MMLU2d­1. MMILU2110. KWLU1121111, i.lML1.1130. OYINILU1311 Face -Mount Hangers 31 PIK" Rr'4GP Root Boundary Clips 32 IFIST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 lill Tie Connectors 34 STC STCT, OTC, HTC4 Truss Ceps 35 TJC37, TJC57 True r, JX i, C. 1, Fr�, 38 Z2,Z4,Z44 Panel Sufferer Clips f1-11110447-R5 S" 0 Product: Model Nurn bar or Nsmo I AHEP 2 DSC2R-SDS3D.SrX Sr,$n rki"AR S17.1,S1. DSCSt -SDS3 3 (.36C 4 HCPl 9I, HC;12. KF-14 5 HHRC; 2.2 HHR(,42, HHRC42-2 HHRC*1 51, HHRC", HHRC5.25i 125, HrHRC5.3J13 12, HHRCffl 6 HRC1 81, HRC22 7 LRUX, LRU28 LkU210 LkU212 8 LSU26 L>SI_120 ISSU210 I() rBE4,TBE6 10 TC24, TC26. TC28 11 THA29,THA213,THA-18,THA21Ft*2 1-0222-.2, rHA4113,THA418, HAC418,IHA,12:1 THAC427 THA426 71A412 1. THA42B-7 12 FHA11P.lr22,THPJ2061-<l->,I'HA121122,THA1222,THA1322,THA13-i,:I H,%J4_',' 13 THAL422. THAR422 14 THJA25, LTHJA25, LTHMA 15 THJM2-4-SDS3, THJM2-S-SDS3 TAJU28 THJU264V 16 TSBR2.24 17 VPA? VPA25, VPA3 VPA35 VP64 ib V1 C. "r Simpson Strong -Tie 2020 FBC Approved Products Up(lal-U IWOOWO For direct finks in art ss r im r,)iiis I sieci berow nor lid,11101101 rttramau<hi mirildingi Flooda's Statewide ProdW Appr"Systerp w,,' 161"Irs-NOr- ^.nijnly eq At,[%pItrTcv 1-JOA) 4LL:_Rr FL#IIQ4WR5 JIU Product del, Number or Name Product Descrtiption 1 ET, BTB. ETH 13Fok 7 es 2 CMST12 CMST14, CAA�',TC-3 Coillr-d %ilil'a 3 CS14, CS15, (,!518 (_*114 C.!i22 cooed Suaps 4 CSHP113, CSHP:o Coiled Straps 6 CITS21? Corn prossionirrension Strap 6 r.SP, SqP TSP Stud to Pale, be 7 I11, f it UA, H2.5A, H3, H6, H7Z, H1 6, H16S, HI 0 2, e 116 26 Hurricane Tim 8 Hf'T 2, HGT-3, VIGT.4 Heavy Girder Tiedown V HS24 Hinficafre Tie 10 HSS2-SDSI 5, HSS2-2-SD&I, c­Si)sl HSS4-SDS3 Heavy,*od 6hoe 11 HST2, HST31 HST5 HSTtP, Straight Straps 12 HTS16, HTS20, Fill SN. H I 62F3 H FS30. HTS30C Heavlr Tivill Strap 13 HTSQ16K'TZ HTSOXIKI/ Heavy Twsl Stop 14 1 FTA Light Floor Tie Anchor It, L5TA9LLiiiIA12 LSTAI6,LSTAI8,LSTA21 LSfA24,tS1,A3U,LSlA36 Straightstrops. 16 LST149, ILSTI73 Straight Straps 17 LT820, ILTBQ BI49ing is LTS12, LTS16, LTSIB, I I'S.,N) L ght Twat Strap 19 MOT MPc1umGirdaKT*dcnvn 20 MST27, MST37, MST0 NIST,30 fyqS772 21 111 MSTA12 W Wii LASTA18, MSTA21, MSTA24, MISTA30, MST A36 USTA4W Stl.h ght shapt. rA MS Tr--1?5, Mzj TI,11Q. kl5TC52, MSTC)66, MSTC78 StraIlghr Straps 21) hIS7C.48B3, MSTC66B3 Pre -Bent Straps �4 MSTM. MSTI30, MST148, MSTID), f451 i / 2 Straight Straps 25 111 MTSIS MTSIik NITS N1 YITX14C, MTS30, MTS30C Vlociiiiii-riI'vent Strap 26 NCA2XI 0 12, flf_�x I 2 12 I,4;A2xb- 16, NCA2x10-1Q NI 16 Br dgirra 27 RrVvinr2 RCWR14 Wall gracing Repair Plate Swap PFIN Stud to Plate Connector :30 501 SP2, SP4, SP6, SP8 Stud Fie* Tie :0 SPH4, SPH6, SPH8 Heavy aud Plate Tv 32 SSI.5.SS2,5_ SS3. SS4.5 '-;Wd :zln Do 1i STS, ST12, ST18 ST22, ST292. ST,- I --1, ST21.15 ST2215 ST6215, S-NT 124 ST, d 2-,,e Straight litraps 34 T820, TE127, TB30,T636, TR42 I r-JA9 TWA 1956 T11130 T srslar Rixig Ing 35 TWSIO, TW917, T\NR14 Well Bracing 36 W' T, VGTR VG'r( Variable Pitch Girder Tividlawn 37 V*106 V/FI0fS:, O/Si2a, INI?120(, W6143C Wall grading r1r.-IF F1 Product Description 1 CBH2 37x&S. CBH2 37x7 63, 37x0.75 Adjustable His -End Connector 2 DU, DHU, DH L)TF series hiringei t. Drag Strut Crin necto N Gable iiiace Connector Hip Corner Plate 3 HGill.113 63-SDS HGU5 2:-$U3 HG1J5,62-SDS, HGVZ.MSDS, HGU7.25- Heavy Hip to Ridge Connectors SD$, HGU9,UC-t;Ct3 4 FIGUS series hangers Hip Ridge Connf!f-TUF Raftor Hanger 5 HHGL)5 25,SDS, HH(AI!)',0-S0S HHGUS 62-SDS, HHGU7 00-SIDS, HHGU7 2`i­%1)S, LQiit Sk-,lx:.ble6kewoWu U H.110g11 HHGLIV OU-tLS -riuss hiearing Enhancer 6 H H L I S26. 2 H H US28-2, H HUS21 3.2, H HUS46. HH 1, 1 S0 H H I JS4 10 H Ht),, i ,Wl 0 Truss r;r,p 11 H:1.1S 7 :*.01 0 AdjurtatilpTru," Hanger HS,1JR HS1_1 HSL)RC HSLILCseries hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU128, FITU210 HTUAS Z, I if Q28-2, HTU210-2 Midqprr Tru-, Hn rig,viq P HIJ. HUr series hingem True* SpacerRestraint Variable Pitch Connectors Valley Truss, Clip If) HUCOI Wig-SDS. HILIOQII still SDS. H000210-2-SDS, HUCO210.3-SDS, HLjCQ310- SOS, HL=4110-60S, HUCO412-SIDS, HUCQ1;:AM-Sr)S, HLIC1,_6 Mill SDS, HUCO810- W"MM"To- Simpson Strong -Tie 2020 FBC Approved Products Updated lzrA=o ==For dheol in" to III SST oporcoals sated 1 For additional information regarding Flondirt; Statewide product Aiip%,val SJtern and Mani -Dade Canty Notice of Acceptance OICAI FIL11111 14WIM Il" Product VAMIL Hurtillor or Nam* ProduictDMriotion I HHLIS210-3, HHUS210-4 hAng"i 2 I -IRS& FIRS8 rifiS12 Sti ap 11 V6 3 HUC-0210-2-SE)S, HUCO210 3 SDS, HILIC03110-SIDS Joist Hanger 4 TI IQLQZ THGE3, THf-*,Bl 112, THGF31 13 11101211-14 Joist Hanger F 7HG02 SDS3, TI.IGI-s C--,r)S4 5 THGO4,--SDS1. THnQH3-SDS4.5, THGOI-14-SOS6 Joist Hanger 6 THCW�33, THUW3-4, Ti­1QVV4-3, THGW44 Joist Hanger FLIJ 1473-M Aw Product Model. Number or Name Product Description I CEIAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Rptnofft Anchor 3 HIS, HISS, H18-2 H16-2S lAultica,re I f, 4 I4ETA112, HETA16 HFTA220, HETA.24 HETA4C l-nithmoon I ru&ai Ancric. r I iF IAL 12 [IF rAt 16, , F I AlX Emliedaric; Truax An OIL: t 6 HGAM10, HMO Masonry retrofit connectors 7 HHErAI 6, HHEYA20, HHETA24, H HETA40 Heavy Embedded Truss Arwhor 8 L^,T2, LGT3.SDS2.5 LrT4-SDS3 Girder Tardown 9 11 A2 Lateral Truss Anchor 10 NE) A�2i ME: JAI0., Mbli`,113, ML!IA20, MEIICA ME-TA40 Embedded rrussArichor 11 USn'AM24. MSTAVIA. r%ASTCM40, M3TCli StispiTieforMasonry 12 NTSM116. I4r5M20, HI SM1 6 H T :M20 Twist Strap for Masonry FL-011 114WR5 Sea Product Model. Number or Name Product Description 1 CTT1z Deck Tension Tie 11012 1.1019 [k)irml Holidowns Z 11-JUX. FL)tLi HX13 HORld Bouad Hodlowns 4 HTT4, ­1775,14177`6-314 Tension Ties 5 LTT19, LTT20B, L7T13I Light Tension Two FL#1 3628-RB AIMI I .24 S97&wrEE1SBolts 2 ao Bills ss rB2u, Ss r B24 S$11 1:12U,;t51 WJ4, SSTB313 SS f B1 6L, '' ST820L, SST62AL SSTS Anchor Sots 1,1 .� I L328 L FLOI 3M-R4 5&48 R*dW Model, Number or Name I C. MST I 2 C. Vz- 14 C M S T C 15 C514 <. S 16, f,, S I A, C,;,- 0. C 32 2 P "RS6 1IRSA HRS12 F "Ali ` IIA51,1 IIA12,1 hA18 FHA24 FHA30 VISTi26 MSTI36, UST148 IVISTI810, MST172. SJMSr27, SIMS737, VPAST48 3 FTS16, HTS20, HTS24, HTS28 FITS30, HTS30C 4 LSTA30, LSTA30, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MST � 18. WTA21, MSTA24 5 LSTA9, LSTA12. LSTAI5, LSTA18, LSTA21, LSTA24, ST292. ST2122. ST21 15, ST2215 6 SHISH325 MSUSH325 11 LrpS 8 LTS12,LTS'16 LTS15 LTc;2C 9 NSTAW MSTAW, ST6215, Si 6224 5 19, ST 12 ST118, ST22, fill MS1 C40. MSTC52 10 NSTC66, MSTC78, ST52:34!4 11 NTS12, M7SI8 NITS18 NiTSX, MTS10 MTS24C, MTS30C 12 9`81 50, $431.8 1, aeZ06, S.EQ J7, Sib.' 56, t;V52166, S1W.12. S18r 56, SIB3 SZ V@4.0U, SU4.12, "4.28. S1E14.75. b4sb W 13 9BA2,12A% SIBA2.12110, S)BA2.12112. SJOA2112114, SIBA4.18P8 S1.1A4.IA./10, StAilt 18112, SIISA4, I e/14 14 911-11 A 15 SIHOSS, SfH088, 94-010S, 911-101014. SfHDISS, "0158 16 9H D1.14. SrHLIL16, SIHOU9 SJHL)JI 1 17 EficA. S1PJL;11 Product Description Coiled Straps Slaolds 27 mil (12 gal) .5itrapt, 41 ri it (19 Straps 33 mil (2D goy Bridging Connecter Lateral I* Plate I f1h, T."'.,[ sti'Ap, b-I it (I fJ g J) Sir" 68 mil (14 g a) II -W,!31 Stops T Dip F large .1ost. Top Fin nge Joist Hangers Hurricano T+e HrIldowns Hickdowns Jolt's I antgem Product DoiscirliAlan Concealed hangers Face,mount (DU, OHU) and top -flange (DHQTF) hangers available in widths ranging from 1 4116'tc 3A9118" and heights ranging frorng-1/8" to 23-115118". Face -mount hangers Fare -mount hangers available in wdmi, rAngingtrom 1-5/8-to 7- W" and heights ranging from 1, L41 V'to 12 7*` Fare-irrount hori Fare -mount hangers Skewed face-motard hangers available in widths ranging tritim:1. 118" to 6­118` and heights ranging from 4.314'tc, 16-14' Concealed flange version fi-iSURC, H$ULC) available for all double 2X and 4X rnoinels only ac,00 Nonge Is concertled. Fot;v nIOUM tiangwil, Face -mount hangers available in wilicift fari from 11.9116" to 7- lt2" and heights ranging from 2-71WIl019-114". Concealed flange version (HUC) twatable for all models having Width equal to or greater than 2 W1 6" Face -mount hangers 111MM" 30, Simpson Strong -Tie 2020 FBC Approved Products rot oi.,t lik, io ui i+Olr ai,�rovals lined tozv, Lt�' C=7=9lined I of eddt,onzll Updated 1200f= iNQA} '15 '.'Li 5F� S11_5V1181 r SILUV2.06. SIL13V2.37, FILUVVi '::1LLfV r.>k; VLIJV,3 12, fop Flarige Jo*t Hangers SLLIV3 56 S&BV3 62 S/LBV4 06 SOLBV412, rq i'V11 A �;,I li),'4 i,o Sil RV5 50 19 SILTT20, SUTT27, SAM14, KFT4, HTT5 Holidowrib 20 SIMST60, SNIST71 Straps 1 Ic3 mil (10 go) 21 SP4,:SP6 Stud Plato Ties 22 SSP, DSP, TSP Stud Plata Tim 113 2 CT -1 C UIC TrunClip N _Irll? Truss grace Diagonal Z11 TX / Truss Jack Connector FLAMM- AW aRtwinagwilwwmaLb= 1 CCQNr! 52-SOSHrM, GCQM4 45! U,i,5HLX3, C(;QM5.50-S0SHLyG, CCTQM3-62-S0SG, CCT.:N,I 52 SOSG CCTOM5.50-SDSG, CCCONU.62-SDSG CCCQM462­SDSG cor-Q915 50-SOSC 2 FCCLQ%43.62G-Iii ECCLUM4.62G.KT, ECCLQW6.50G-KT, FCCILLOMID3 62G-KT ECCILLQUID4,6204T. ECCILLOM05500 KT, ECCLRQML)3.(.2G KJ, ECCILRONIL14 62G Kr, ECCLRQ,MD5 SOG - K-T 3 HGUV6.25, HOLIM560, HGLIMI 00 113UM; ,!, HGUM900 4 LGUM26.2, LGLJM26-3 I-GUM26.4 I CA 302c-2, LG UM28-3 LGUM28-4, LGUM1210-2, LCOM210 I _Ckff),t110 4, 1 (31,41.146 _GUM48 LGL)M410 - IVHHA�i 919 2!)Miii-4,63 %tPl 1 25, NEHA3.5W Z.,, MBHA3bW,5 2,), fAlpHPk.i!JIJiI I MHrHA3 firill 1 38, MHHA3 56,14 MSHA3 a61116, M6H&3 56A8 MgHA5.6O(7 ?F), W. HA15 S Ur9 -e54 iv1Bt­iAb 5D111 25, NUHA5,5UII 88 NEIII SCY14, MBHA5 5r-016 NIUHU3 5i3111,25, MBHIJ3 56111,85, MBHU3.5&14, M81-11.13.6010, M13HU3 5W18, MBHL)5.60t9 25, MBHUS5011 25, MPHI-15 6001 M 1,40HU5511114, MBHU5.50118 FL#1139754M JW Product Model, Number or Name 1 SDVM300, SDW22338, SOW22438, SDW22468. SDW22600. SDW22600, SOW22638. SDVMS34 SYAII SMCISSOD 3 SDVVH19303DR SDIWI-1110400VU, aD.IVHVWWL)B, SiD&HIOdoovid, 4 SDWH274ODG, SDWH278DOG SDWI­1278",, SDVW2710ODG,, SOWH2712cm 5 SDWS16212, SOAS1183100, SDVAS1 6l1 -1, 5LWS1 640) a SDVVS19600, SDVZ19712., 501A,-,1/400 St7A1S2,`A)0 SINI,,S2251 2, SDW=800, SDVM2900,S17Wis12I007 '314"S221 IW, SDWS,721200 SOWS22.15X 7 SOWS22300DB. SMAi52240013A3 SLIWS21!.CIJIAI SINV9228001)8, SENV322800DR 7?1000r)B 9 W3no<;S sl­)'Ns.4,7jSS. SUVV62?:]iOOSS, SDNS2760OSS, 8DWS271)00SS, IU SDIWV13400 11 STN22 P�duSt Description Masonry Per Caps Masonry Piet Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry too Flacon Hnam Hangers Mascoisy Beam Hangiffs Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Stiong-Ovive SDWC TRUSS Screw I'voing ., -Drive SDWH TIMBER -HEX Screw Strong-Orwe SDWH TIMBER -HEX HOG Screw Strong S -Drive SDWS F RAPAING Screw Soong livv SGrAOS NIFIF R S<few (intenot Glade) S1rong,DiNv 8DWS 'Iffilf.E R Screw (E derior G rade) Outdoor Accents Structural Wood Screw Strang -Drive SDWS T IMBIE R SS Screw Strong Dive SU.SIV SULL TO RIP.; Screw Outdoor Accopitr, Heir -Hood Washer F1,415383-1`113 JW Product Mode. Number or Name Product Description I AS IS. AS 18S5. AS I SSO IS gar Truss Pates 2 AS 2DH S 23 gZ4 i1Fjln Suorgth Tl,b%, Plate 5r,,S,P1,,I A, 4 ASi sP IFL#115730-R4 AW Product Modal 1Number 2LName Proguct Pludadm I 177-HP Adhe%we Anchor for ocricrele 2 GAC, GDP, GDPM-50, GE)PN-75 C:IDPV- 100. C0PS,,GW-50, GW-75, OW-100, GTH Ges-actuated fasteners and assern0itea, PDPA, POPA-K, PI)PA-MG. POPA7 POPAT-K, PILAW, PIMWP PINVVP W POPAA1_ Pawde, actuated fasteners threaded studs and assemblies P,)PKm mr,. Pevt i, P51VL 1 v,. Pn nPA, PCB-i �P/i P7171 IA3, PMJ rA4 4 SET-3G Adhesive Anchor forr cc9cTeL- Simpson Strong -Tie 2020 FBC Approved Products For updaed 1,430,Q1020 11 HUS, HUSC series hangers Face -mount hangers avaltable. In moths ranging from I-&r to 3. 9016'ard heights ranging from 4-5/1 6"Llo 11" Concealed flange version HUSC) available for models having width equalto or greater thian 3-W16" 12 IUS series hangers Face -mount hangers; available hi otdths ranging from 1-7/8"ba 3. 56' and heights ranging from 9-114" to 16' 13 LGU3.25-SDS, LGIU3 B&SDS r.(;rJ5 25 SDS Face Hmount hangers 14 LU24, ILL126, LL125, LU210 Face -mount hangers 15 LUCMZ LIX2107 Face-mouirl hangers 16 LlJlS soiles hangers Furcwti hangers available in wKtft tonging from Ill-Wie'lic, 4- 508" and heights ranging from 3" to 10-1509' 17 MOU3.W-SDS, MGU625-SIDS, MCIL15.50-SOS, Face -mount hangers 18 MU series hangers Fare -mount hangers available in vAft* ranging from I -%I (r'to 6. Ills' and heights ranging from 6-1 C41610 16- 11,122' 19 MUS26, MUS28 Facer -mount hangers 20 SUR, SUL, SURC, SULC sense hangers Skewed face -mount hangers available mmikha nrig:r)g from I - 0118" to 3-9/16'and heights ranging horn 3-It1 Wit, Concealed flange Yorsicin (SUR(,, SUL( ;) avaiiabis for all double 2X and 4X models: on ly acute fisinge, is concealed. ,I U sores hangers Face -mount hungers ova isablee in witift ranging from 1-9116" to Warld " Into ranging from 2.508" to 11 .114'. FLAII M7-1111111111 AW P;Qduct Model. Number or Name Produipt Description I BA terlies hangers Top flange hangars available in widths ranging from I-91'16"so 7- IM" and hiligirts ranging from 7-116'to W'. VxBF series hang" Top flange hangars available In Wdft ranging from 3-W6'lo 7- 1115" and heights ranging from 9-1 M" to 24`*, 3 DGIF **rise hangers Top, flange hangers evadiable in widths ranging from I - 1 /Z'to 3. 5X'and heights ranging horn 7 -114" to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4"to 3- 5M" and heights ranging from 9-1/4" to 24' L-G!a EG7, kG9 sores hangers Top flange hangers available in widths ranging from 5-114" to 8- 7ff' and heights lunging from 11 " to 32-1 rZ' 6 EGO series hangers Top flange hangers available in widths ranging from 3-618'lo 7. 114" and heights ranging from 11-16111137 7 GLS series thenglars, Saddle hangers available in widths ranging from 3-114'to 8-719' and heights ranging from IS. 112" to 28" 8 GLTV win hangers Top flonfirs hangers availabar In widths ranging from 3-114" to 7- 118" and heights ranging from I I" a 32' 9 148 sir w* hangers, Top fari hangers available in widths ranging from 14i'lits 7- 112" and hinghts ranging from 9* to SW 10 HI series hangers Saddlt hangers evellebb in wiAha ranging from 5 1/4" to 8-718" and heigh s ranging from 10-112"lia28". 11 HGLT canes hangers Tap f range hen gore sensiale Is In v4dithe ranging from 3.1/4" to 5- 7,08" and heights ranging from 7-1 tZ* to 32' 12 H61 TV senes hangers Topflonge hangers available in widths ranging from I -WA" to 7- 1 /8" and freights ranging from 14" to 3T' 13 HI I series hangers Top flange hangers available in widths rangiN from 2-511er'ic 3. 9118" and heights ranging from IS' to 26' 14 HUSTIC s-nes hangers Top flange joist hangers available in wKkft ranging from 3-118"to 3,911 &* and heights ranging from 8-_W'tc 13-14r, 15 HUTF­ HUCr1` *ones hangers Tap llanIiie hangers available in widthis ranging horn 1-9116r to 5- 112" and heights ranging from 3-7/1 ir No 1W Concealed flange version (HUCTF) available tar all models having inlift equal to or greater than 2-WI IF'. 16 HWP series he rigainii Top flange hangers available mwidths ranging from 1 7- Iffi" and heights ranging from 5.318" to 26' 17 HWPH series hangers Top flango harignis available in widths ranging from 1-9/11 7, 1 i2l" and heights ranging from 5-318'llip 37' 18 US series hangers Top flange hangers available in widift tonging from I q1 I e" to 3. W" and heights ranging from 9.116** to 16* 19 JR series hungers Top flange hangers available in width of I WIV* and heights ranging from$,"" to 7.104" 20 J13A series hangers Top flange hangers available in width of I 916'and heights ranging from OMIr to MIX' Simpson Strong -Tie 2020 FBC Approved Products Updated I V361=0 For drool Inks to *1 SST approvals Isted bokvw, CHER V Vor additional nitairruition regarding FlaWs Statewide laradjet Approval System and lglern-Nds County Noticar of Acceptance (NQA; Virtual F b SET -AP Alhinsave Anchor far concrete plans Review 6 Strong-Boo2 (ISTS2. STB24SS, STS2aSSS) Strong-N)h 2 Wedge Anchor for concrete available In carbon b steel and Types 304 and 316 stallikess steel for compliance W 7 Tiben HD (rHD-H, THD-HMG, THD-1-14SIS, THD-HSSS, TFID-CS. THD-CSSSS) Then HE) Heavy Duty Screw Anchor for concrete and masonry by Debra available with hex head In carbon steel and Types ,04 and 310 Stainless a", or with countersunk head in c4rldotir stool and Type 310 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50+9S411C) Titan HO Threaded Rod Coupler for concrete 9 Then HD Threaded Rod Hanger (THQ825I58RH, TH01337158RI-1, TH037212RH, Then FID Threaded Rod Harper for concrete THD50234RH, THDIO212RHI 10 Wedge All (WA) Wedge -All Anchor for rriationry FIL1116120,1111111111 SW Product Model. Number or Name I AT.XP 2 ET.Hlp I SET-XP 4 Strong -Holt 2 (ST11d,'! I lien 2 CTFN2) 6 Titan HO (rHD-H45S, THD-H5SS, THO-CS&S.% 7 Train Turbo (TtM FIL016037-111113 A2" Product Modal. Numtler Of Name 1 X3491GIS-5V, XIS1016, XISI 0164K, XQl $1018, XQf 6101 6.4K 2 XLQI 1 4T12N, X1,01 14S1 224-N I I X00114SI224, XMQI 1481224-2K 4 XQ1 14 SI 224, XQ1 1481224-2 5 K X1 14 Sl 224. XQ 11 2S1 224. XQI 12811-224- 2K 5 XU34SI0I8, XJ34BIOIMK FL#W3206RG I'd" Product Mattel Num her or Name I DSSCIB43 5 OSSCIR415, OSSICE". DSIHS 2 FC943 5, FC845 5. FCB4 7 5 FCfi4M 5 FCR411 r) I FPHSD34S10I9, FRI-ISD3481015, F PHS034S1214, FFIHSD3481214, FIDiFISD34811214-55K 4 LSFC2.25. ILSFC4 25. LSFC6.25, SFC2 25, SFC4 25, SFC6 25 5 LSSC425, LSSCS 25, SSC2 25, SSC4 251 SISCO 251 OASSC2.25, MSSC4,25, M5Sc6r25, MS3C4 25KW, MSSC15 25KW 6 RCKW3, FICKWS 6, RCKW7 5 W:KWIS RCKWii!,_' 7 "431, SC'.845 5, 411IC647 5, 9CB49 fi, SCBiill 5, MSCB45 5, MSCS47 5 8 SCS32"7 SCS62-5197 SCS62-151`1118.SCS82-611118 q sclW3 25 SIMS 5 1D SJC8.25. SJCI0.25. MELIC8.25, MSJC10.25 11 SS93,518 12 XLSH34B1 414, XLSH78B1 414 13 X01S1018, X0181016 4K. X01S12114: X01111214-3 SK, XQ76S1224, X07SW224-31K, XQ11114S1224, X1iI1481224-2 SK X0112S1224, =1291224-214 X34FJ1016-5K, XISIJ X1610164K, X1S12114, X1181214.3 SK AT-XP High -Strength Acrylic Adhesive W concrete or masonry ET -HP Epoxy Ad be" for nmmmry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Boll 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Than HD Heavy -Duty ScinewAnchor for concrete, available in KA or 316 stainless steetwitti hex head, and 1109 sillaiiinkess steel with countersunk head Then Turbo Screw Anchor forconct"lo cA masonry Product Description #10-18 SircrKi-Drive X lifistatSeff-Driffing, Topping Scrawls. with 03 DWI Point #12-24 Strong -Drive XI. Large -Head Metal Seff-Drilling, Tapping Screws wirvii 03 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Modium-Head Metal Self-Orifing, Topping $crows, we 0 Old Point and Medium Diameter Hex #12-24 Strong-Onve X U401 Sea Drilling, Topping Screws won #5 Drill Point 010-16 Striong-DrIve XU Moral Sat -Drilling, Tapping Scralion with #1 Drill Point Product Description Bypass Frarring Drift Strut Connector Bypass Fromirto Fixed -Op Connector #10.16 a nd # 12-14 Strong-Drrve FPHSD Frarning4ti-CF3 Self, Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Ig"" Frorr i Ing Slide -Clip Connector Bypass Frairring Con nocilor Head -of -Wall Slidei Connoclicir S" Joist connectors Bypass Framing Shode-Clap Strut Connector #14-14 Strong-Onve XLSH Shoulkerard Stiff -Drilling, Tapping Screws 410 18, 412-14, and 012.24 Strong Drivr, X Metai Self -Drilling, Topping Scranvir > C) 0 L_ C0 L CD CZ 0 U) = 0 0 = 0 (D 2) 0 CZ 0 > E 0- in (3) L_VI M_ CI) "02 cCzf) 21 2023 ew Assist. Inc. ipleted and approved the 2020 FBC 7th Edil ne Klahr PX2300 U) (D in M > 0 > 0_ o 0 0 tL (n M 100 < LM LLJ < (3) _J n March 6. 2023 SHEET NO. PA 1.3 > tJ MIAMDECot1?a'iY PRODVC T C ONTROL SEC TION PGT Lidus tries. Inc. PGT Industries, Inc. C) 73 CD_ C PGI Indw trie s, Inc a) 0 2 1190; SW -03 s7w POOM 202 DEPARTWNTOT REGMATORY AND ECONOWC RESOURC ES (RER) M-1 FlorAa 33175-2474 NOTICE OF A( CEPI A�NC E:EVIDEN(E SUBMTHED NOTICE OF AC'CEPT-A.�NCE:EN-EDE'-%'("E;UB.%UTTED a) 0- M -C:3 SOARD,MD CODE ADSWOT"TIOND111SION T(786)315-2590 NOTICE OF ACCIEPTA'%C E., EVEDEN(E St"B.N.11TTED 4­0 W 0 Cn ICECCEPTANCE (NOA) PGGT 1. E%ideuce submitted under preiiou ; _N0A D. QUALM AS SITRXN CE = -Mndustrks, A. DRkN%TqGS B TF STS (continued) 1. Miani Dade Department of Regulatory and Economic Resourca (RER) (D -0 -0 _a 0 Inc. 1070 Techuololpr Drive. L Manufacturer's die drawings and 7ections. 5. Test report on 1) Air Infiltration Test. per FBC., TAS '102-94 1) - = 0 L_ 0 0_ = 0 3!: North Venice. FL 342`5 (�nbvdaed upider.'*"O.A.V�. ]1-(, 10 0,t) ) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. ]NLITERIAL C ERTIFICATIONS 0 LJL S C OFE: 2. DrawmgNo '_%E1)-5570.0. titled-VtoM Sliding Glass Door N3OA (IMY". sheets 1 3) Water ResWance Test, per FBC. TAS 202-94. 1 . Nonce of Acceptance No. 1.14528,14 issued to Vision Extritsion Lmuted for their - 0 ThisNOAis beingissuedunder theapplicable rules andfeguletim governing the us, e o f c oustruction mateiiah. The through 21 of 21. prepared by mAnufactiuei. dated 10 05, 15. vith reviiion A dated 4) LargeMissile Impact Test perFBC. TAS 201-94 "AN-Lite, Rigid PVC Exterior Extrusions for X%-bdows and Doors`% dated 0&1 3A 5. U) C) > E 2 submitted hu been reviewed and accepted bvMianhi-Dade Countv RER -Product Control Section to 04, 05 �, 17. sigmed and seakd by., Lvmn Nliller. P.E. 5) Cychc Wind Presittre Loaduigper FBC . TAS-203-94 eq)iring on M34119. (1) U) (1) --- _4­j be tamed in 1&=,D&& Comy and other =as what alwed by the Autli-xity 14rcing hixx�dictwn (AW1 6) F o-rced Ewry Test - per FBC .. TA IS 21 02 _04 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Litnited for their "VE 0- cn ,,0- cu -&--a T'his NOA shah not be valid after the exptration date statedbelow The.,�,hanu*-DadeComt3,NodtictCoau-olSecwc B. TESTS STS along with maWed-up drawings and instalition. d �igr;ain of vinyl slidirig Sloss door. prepared I 1000 Tan 202 and lighter Shades (Non -White Rigid PVC Exterior Extrusions for C/) (In Miami Dade County) andiof the AHJ (in areasodw thanNfianit Dade County) reserve the tight to have this I Test report on I I Uniform Statit Air Pressure Test., per FBC. TAS 202-94 , by F enestration Testing Lab. Inc., Test Report No. FTL V549, dated 11 .06,15, signed and Madows and Doors". dated 11`09,16. expiring on lZ11912 L product or maserial tested for quality assurance puiposm. If this product or material fails to pedons. in the accepted I ) Large Nfissile Wipact Test per FBC, TAS 201-94 sealed by Idalmis Ortega. P. E. (Test report mised on 12,104115 and 014 146) 3. Notice of Acceptance No.1"528.15 issued to Vision EorustonLinwed fortheir tamer. the inandacturer win incur macpensrouhtesnandthAHJ idiset%l oke. ModifV.O 3) Cyclic Wind Pressure Loading per FBC"- TAS 203-94 6. Test report on 1) Air Infiltration Te-st, per FBC TAS '10 '1-04 'Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions Ias- napend the use of such product oa*rW within their utisdiction. RF-i res-n-ves the riaht to revoke' this i acceptance. if st is determined by Maini-Dade Conuty Produc t Control Section that this product or matenal wails to along with marked -up drawings and nisi allation diagram of vakyl slid" glass door, prepared 2) Uniform Static Au, Presitire Test . per FBC*. LkS 202-94 Wmdows and Doors-. dated 0&11,15. expiring on 09,30,� 19. meet the requirements of the applicable, Wilding code. by Fenestration tion Test ing Lab, Inc.. T -st Report N o, FT1 87717 � d ited 12 ".) 7 15 � sigued and. Water Resistance Test. per FBC. 202-94. 4. Notice of Acceptwice No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, 71his product IS BPPKO%Vd U described henin andhas been designed to comply with the Florida Building C ode, sealedby1dah=Ortega. P_E.(Tes reprint revised on 02,15,16 and 02`214i]6) 4) Large Missile ln,4)ict Test per FBC. TAS 201-94 Inc. for their ""FAY 3040 and Lighter Shades (Non-Mdte) Rigid PVC Exterior inc Wing the ffigh Velocity Humcam Zom 2. Test report on 1).Air hifiltntiot Te-;�t, per FBC, TAS 202-94 ► ychc Wind Pressure Loadwgpn FBC. TAS 203-94 Extrusions for N%Indows and Doors" dated 09115116, acpiring on 02*Q I. DESCRIMON: Series '5570MX"Vinyl %bing GlassDoor (Reinforced) w*o 901 & 10corners-LML 2) Uniform Stiti. Air Pfe.-.,;, ire Test. per FBC . TAS 202 -(4 along ivith inaiked-up drawmp and umallation, diagram of vinyl sliding glass door. prepared Notice of Acceptance No. 164712.04 ism to ENERGIFenestrative Solutions USA. AMOVAL DOCUMEN-r: Drawing No. -M3).5570.0 RevB.titled -Vinyl ShdwgGlass DoorN0A(LM,)­. sbeer. 3 3) Water Resismice Test. per FBC. TAS 201-94- b,,,, Fenestration Testing Lab. Inc, Test Report No FTL 8552. dated 12 04 15, siguedand Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior' 1 dirouo 21 of2l.preparedbysiundkonw. deed 10,05)15 and last revised on 02,1011211, signed and sealed by 4) Large Missile Inupact Test per FBC. TAS 201-94 sealed by Idalmis Ortega. P. E. jest report revised on 02,4 5;2016) Extrusions for Windowswid Doors" dated 0915 16- expiring on 04,• 161�20. A.Lynst,MMer, P.E.. bearing the',%fiami-Dade County Control Revision stamp with the Notice of 5) Cyclic Wind lies,%hre Loading per FBC. TAS 203-04 ---est. 7. Test'report an 1) T_Tmforni Static Air Pressure Test. per FBC. TAS '02-94 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Sohxtions USA, Acceptance number and expiration date by the Maini-M& Comm Product Cotitrol Section. 6) Fatted Entry per FBC, i.� 5 202-94 2)LargeMissike lihipactlest per FBC. Inc. for their"'IMike Rigid PVC Exterior Ein-asions for Aindows and Doors" dated MISSILIE 1'-%EPA( T R-kmc;. Large and Small[Missile IrWac r Resistant along with marked -up dmwings aa6 ailallation diagm ofvqvi sliding glass, door. prepared 3) Cyclic Wind Presswe Loading per FBC. TAS 203-94, 08.10. 17. expiring on 02,28' 'M Limitations: by Fenestration Testing Lab. Inc.. T. -st Report No. M 8$46, dated I M6 ' `15, fined and along with marked -up tirawings and installation diagram of vinyl shdmg glass door. prepared 7. Test reports No(s). 10-002-792(A). 10-06-M0527. 535753-09. per ASTNEE-84- I , See table t (sheeQ) and table 2 (sheet9) forapplicablt SGD unit saw desW pressum, reWforcemenistypts. sealed by Idalmis Ortega, P E. ties � report mised on 0 1 6 and 02111 �2016) I b.y Fenestration Testing Lab. Inc.. Test Report No. FTL 6,638 (saniples A- I thru A-- 2). dated ASTIM 19219 and ASTNID-63 5. issued by EXOVA to vision Extru;swn for cellulosic glass types, still riwr(see tables B- I ,It B-2. slieets 7-8) andanchor layout sheets requirements in I I tliiu 16. 3. Test report on 1) Air Infiltratio; TesA. per FBC. TAS 20294 111940. Oiled and sealed by Jorge A. Canso. P. E. (SWbnthred nnderNO.4 A& 11- composite material. fUgid7k1ite l?VC. Tan (Non -white) Rigid PVC and Bromm coated (hinted of laininated),%iiite Rigid PVC to be 2) Uniform Stitt AT Pressitre Test. per FBC,, TAS 202-0.4 01 0:?: 04) (Submitted under X0_4.,'%'o. 1I-01#7.04) labeLed per referenced NOA'srequkemma. 3) Water Re%it.t,ce Teat. per FBC, TAS 202-94 8 Test report on 1' kir Infiltration Test. per FBC. TAS 202-94 8 Notice of Acceptance No. 14-016.11 issued. to Xuraray America.., Inc. for their 3. Egress operable doors must ccmply wilk tain clear width or height pet FBC reqwrement as applicable. 4) Large Missile :mpac t Te,,i per FB C. TA �' 1() 1 - 94 - I Ua; f'onn St itic Air Pressure Test. per FBC. TAS 202-94 -Sent*-Gla s I (Clear and Mdw) Iviterla yer'. eKph* on 07*V1 8. 4. Pocke t walls under separate approval, to be tell e we d by Budding o rM -, tal 5) Cyclic Wnd I resswe Loaduagg, per FBC1 TAS 21)3­94 3) Water Resistance Test. per FBC, TAS, 202-94- 9- Notice of. cceptance No.16-1117.01 issued toKuratay America, Inc- for their LAMM- Eachunit " beer a pennaneat label with them ie2% name or logo. cir,,_ state and series and 6) Forced Entry'. est. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 -Trosifoll II-tratiear. Clear and Color VVIRInterlayers". expump onOT'08-19. f olloww estatenkeent : "'Miami -Dade County Prodwt Control Approved". noted hereiti. along %vith malked-up drawings and installation. diagram of%inyl sliding glass door. prepared 5) Cvchc %,'md Pxssthre Loadtagper FBC. TAS 203-94 RF_N71EXiAL of dhisNOA "be considered alier a ienmwal application bas beenfiledand them has beeano, by Fenestration, Testing La& Inc.. T--�i Report No. FTL 854"?. ,�Iated 12 104� 1;. signed ind 6) Fo'rced Etitr,�, Test. per FBC TAS 2 0-1-94 F. STATE MENT S chan.w in the applicable buading code negatorely affecting the petformanceoftkus product- sealed by Idilmis Ortega. P. E. (Tes, report rev. ised on 01, 15 . 16) along ,vith iruarked-up diawings and installation diagram of vinyl sliding glass door, prepared I Statement letter of conformance with FBC-56 Edidon,(2014) and FB C-6th E didon TER-NMAno.N of thi.% NOA will occura,fkn theexpiration date or tf the* hasbeen a recision or cbmW ia the 4. Test report on I)Air lnfiltratiot. Test. per FBC, TAS 262-94 by rene~~trition Testing Lab, Inc., Test Repott No. FTL 6337 (samples A-1 thru A-5), dated (2017). issued by manufacturer. dated 08 14,47, signed & sealed by Lyim lvfwer, P.E. materials. use, andlor in ofthe product or p i acm, Xhsuse of this NOA as an endo notmew o fany prrAict. 2) Utdfonn Sum, Air Pressure Test. per FBC. TAS 210-1-94 11,10640. Signed and sealed by Jorge A. Cauw: F E. tSubmiaed mider A*0.4N(). 11- 2. StatCtl7tCttt letter of no financial interest, dated 0+ 1& 17. issued by niamifacturer, signed for al". advertisms or any ot&-t purposes shall automatic ally iena g ninste this NOA. Failisre to comply with any 3) �X'ater Resistai,ce Test, pet FBC. TAS 202-94 OiFo.o) & sealed bv Lyun I�Uer, P.E. section. of" NOA shall be cause for termination and removal ofN0A. 4) Lap NfisWe impact Test pef FBC. TAS 201-94 3. Letter of 1�b con*hance, part of the, above test reports. ADITERTISESEEN-r: The NOA nunber precededby the words Nfianht-Dade Counry, Florida., and followed by the 5) Cyclic Wind I ressitre Loading per FBC, TAS 203-!M (.ALC 1"LATIONS RE&Test ProposalNo. 17-0387. dated0i0547, signed bylshaq Chanda. P.E. expiration date maybe displa)vd in advertismF hteratme. If anyportiotiof the NOAis displayed, then it *hall be 6) Forced Ewry -est I per FBC, TAS 202-94 withFBC-2014, done In its entirety. along with niarked-up drawingi acrid =allatiou diagram of vin-d sliding glass door. prepared piepa red by PGT. dated 1-1 09 1 5and last rev ised on 0 2 15, 16, ,awed and sealed by G. OMER LN S?E CTI ON: A co py c f this entire NOA s1sall be pw%ided to the user b y the mamil'a crumt or, it distribitters and by Feneantion Testig Lab. Inc. . T -�t Rrport No. FTL 8548, aated 1104015, s*ne'd and 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series shall be avaitabl bt inspection at the lob sik- at the request of the Building Official. Iirt sealed by Idalmis Ortega. P E (Tes report revised on 01*4� 16 and 02111116). G lazing complies with ASTME -I 3oO-O9 ­5570r.*770" Vinyl Sliding Glass Door (Reinforred) - 1,311", expiring an 0411,V21. This NOA revises & remvnNOAAi28-0429.05 and comists of thispage I anile%idencepajes E-1. E-2. E-3. E4 E-5 & E-6 as well as approvid documnt nienuoned. above. The wbeutted documentation was reviewed by Ishaq L Clbanda, P.E. 1, C1iuxLi, P,E, I�rhsq 1. ChawU, PY_. 7 hhaq 1. Chanda, P.E, Product Product (outrol Unit Sup#rvitor Product CostrolUnit Sup#rrisor Product C outrol Vuit 'Supervisor �NMN No. .11-01.09.03 NOA No. NO46 No. 1.11-0106.0 NOA No. 21-0.106.03 ExpirttleaDatet Apr11.14,2024 Expirad" Datat -April 14,2016 ExoratiouNiet %prill4"'.10.16 ExpiradoaDmist AW914,1026 Approval DAt#i11mrth.16,' 20!1 A�Worxl Dow, Xfarch.M 20:1 N1arckM!0.1l A4Woral Date: March U,2021 Pate 1 E-1 E PGT Industries. Inc CGI Windows and Doors, Inc. PGT luditi(ries. hic. JUL -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 'NOTICE OF ACCE PTA_\ E: EVIDENCE SITB3MTED NOTICE OF A( E PTA_N E -, E A'EDE.N( E $1'. B.MaT T E P 2. Evidence Submitted under preilous submittal E. -ILATERLkLCERTIFICATIO.N.Sicotiquue) 3. New E%ideuc* Submitted V A. DRAWriGS 5. Qktanex Pali Super Spacer Standard complying with ASTM C51S 11mmal Conductivity Review TIC. "IM-5570.0 -Vinyl Door NOA 0.881 BTU -in, hr. -ft­cF, AST11 F 1249 WVTR-Pass. ASTNI D3985 Oxygen -Pass, ASTMT E A. DILkAMGS, it virtue teted a approved 1. Drawing No. RerB. titled Sliding Glass (UlY. sheets **190 I.G_ Durability -No fog -Pass. (Submitted nnderprM4us.V'0_4Xo. 1."409.05) 41 1. Drawing, NoANED-5570.0 Rev B. tilled"VinA, Sliding Glass DoorNOA (LM)7. sheets I plans Review camp 2C the 20 C 7th Edition I through 21 of 21, prqxuvd by manufacturer. dated 10,VS115 and last revised on through �21 of 111. prepared bymautifacturff. dated M05,15 and last revised on 02,1014'21. for COM010111ce with Anne MAT P 2300 (n 0C22,120, signed and sealed by A- Lynn Nliller. P.E. 6, Qua Part Durase complyin z with ASTNI C518 Thermal Conductivity 2.22 BTU-im, " signed and sealed by A � L, mn Miller. P.E. by Debra hr -ft`-F� ASTM F 1249 VT%7 F r -Rmi. AS M D 1434 Jkrgou Pematance-Pas& ASTNI E Note: This revision couststi replactiliew of --,,une emswq auvallation tbt head. B. TESTS 2189 1 G Durabihtv-No Fog � ST.M E `,46 Dery Point Developumt -200F in 48 hm 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 21021-94 9.05), (Stibmthxtrusr�.nN"&.4A-o. 15-0-phrmg (D 2) Uniform Static Air Pressm Test. Loading per FBC. TAS 202-94 7 Visim Ltd.. Parts, con with YVC-AANU 303-13� Vokaitar,- -Specificaticla B, TEST 3) Water Resistance Test. per FBC. TAS 202 -94 for Rigid Pol,Iin,!l Chloride (PX,', _­) Exterior Profiles for Visim Extrtnions, &d.-VEX-1 by 1. None, 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration. Exterior Pro ` ile CeodicaTion Pro,griw. 6Wbudued tsnderX0.4No. IS- 5) Cyclic Wind Ptressure Loadinyper FBC. TAS 203-94 0400.015) C. CALCtTATIGNS Along withmadeed-up drawings and installation diagraii of all PGT Industries, Inc. 8 Vision Extrusions. Ltd Pans coma iul yg with PVC'-A,NI.A 303-13. 1. No rqxeseniatliwre reruns listed below and tested to qualify Dowsit 791 and Doo-sil 983 s1cones (Subut tried under N0.4 No.15-0. 0.9 05) D. prepared by Feneshatim Testing Laboratory. Inc.. Test Reports No 9 Pr%1C-AAMA 303-13, Voltiatary t pecificatiou for Rigid Pohl"M�4 C lilorlde Exterior QUALITY ASSURAN CE C_ TTL-7897, PGT MF55 20 PVC Fixed Window (unit 6 in proposal), dated 09,iO3/14 Profiles for Vision fttrusioas. Ltd -VEX-1 by AMA Fenestration Exterior Profile L -Miatm-Dade Departmew of Regubimy and Economic Resources (RER)- FTL-20-2107.1, PGT SGD780 Akiniinitin Sliding Glass Door (unit 7 in, prDposal) FTL-20- Certification Program. 2107.2, PGT CA740 Ahnn Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-12 1 -. 14 iss-ised to Faerj;� Feaearation Solution. USA. Inc. for E XL4,TERLA.L CERTIFICATIONS 2107.3,PGTPW`7620AAktmwum, Fixed Wtudow(unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade mon-white) Mike Rigid PVC Exterior Exti-xisions for L Notice of Acceptance No. 19-030.4.02 issued to Kuraray America. Inc. for their > PGT PW'7620A Ahm�mum Fixed Window (unit 10 in proposal) dated 07113/20. ag signed Mndowsandl)oor�% expiring o.0104�1221. "Trosifolt Ultraclear, Clear, and Color PX'B G Lis-, Intei � laye i's" � expiring on0714,24. M 0 and sealed by Idalmis Ortega. P.E. 11 Notice of Acceptance No 18-0122.02 issued to Energi F'tiae-stration Sohytion, USA. Inc, for 1 Notice of Acceptance No. 17-080&02 issued toKuraray America, Inc. for their their series Allite Rigid PN'( E,-kimior Extrusions for Windowsand Doors". expuing on "SentiTGhts-1, (Clear and Mfite) Glass Interlavers" expiring on 07;0Q3_ M CL C. CALCULATIONS 0228,23 3 Notice of Acceptance No 18-110,6. 10 Issm-d to Vision Extrusions Limited for their `Brown < I Anchor verification calculations and stnxtural analysis, complying with .FBC 74 12 Notice of Acceptance No 20 -0203.03 issued to Energi Fenestration Solution. USA, Inc. for Coated (Painted or Laminated) White Rigid PVC- Exterior E iri unions for Windows Edition (2020). dated 040MO, prepared by aiantifacniver. signed and sealed by their -Bronzie & lot shade c.- p comed NA-lifte Rigid PVC Exterior Eurtisions for and Doors-. expiring on 09,30,24, 6 0 AntbonyLynaMMer, P-E. Windows and Doors", expiring o�a 0446,25. 4 Notice of AcceptamceNlo 18-1106.11 issued to Vision Extrusions Limited for their series 0Gluing complies with ASTME1300-04,-09. -12.ud -16. ­VE 1000 Tan 202 and lighter shades (Non-41*hite) Rigid Cellular.Pl'(: Exterior _0 D. QUALITY.kSSIMYCE F. STAMMEN T S Extrusions for NVindows and Doors". expiring on 1 _1,2921. 0 Miami -Dade Department of Regulatory aW Econocmc Resources (RER). L Statemicitt letter of confbrmance to FBC -11, Edition �20_10). dated 04.`2=0. issued by manufacturer, signed and sealed b -i Anthony L�mu'lklillerl' P.E F. STATEALENTS ' E. NLATERLAL CERTIFICATIONS letter of no financial interest and of independent. issued by mamifacturer. dated 2. Stat le I. Statenunt letter of conforniatice to FBC 1 Edition (2020). dated 02/01,121. issued by I. Notice of Acceptance No. 19-030$.02 issued to Kuraray America. Inc. for their 04 "ill"�'20, signed and sealed by A--.thony Lynu Miller. P E manufacturer. signed and sealed by Anthom, L�Mn Miller. P E. U) "Trosifolt Ultraclear. Clear. and Color PVB Glass' litterlayers". expiring on 1. Private Labeling ALtreement do, iiii7ent betweeti PGT. dared 03:30A5 and signed by all 2. Pfivate Labeling Agreement dited 03,08-21 between PGT Industries, Inc. and CGI OT09-24. involved parties", Windows and Doors Inc.. Sided by Dew M. Ruark, P.E., VP. Engineering. on behalf of Notice of Acceptance No. 17-M&02 issued to Kuraray America, Inc. for their "'Sent both companies < iTGWT (Clear and Nilite) Glass Interlavers-. expiring on 07,e0C23. G. OTHERS CIL 3. Notice of Acceptance No- 19-1106.10 issued to Vision Extrusiom Limited fof their "'Brown 1. This NOA revises _N OAr7 1` -04 2 0.06 TVT w CGI) and updates to FB('2020 (7* Edition), G. OTHERS Coated (Painted or Laminated) Whke Rigid PVC Exterior Extrusions expiring 04,21;21 _ L This NOA reilm & renews NO.Aft 20-0429.0.4 (PLA w `CGI). expirsug 04-14 26 for Windows and Doors". expiring on 09-30,24. 2. RER Test proposals #19-1155 dated (1110,20 approved by Ishaq1_ Clwda. P.E. eXPIM19 2. The cwrent associated PLA CGI fik #21-0205.01. eq)irmg 04/14,,26. 4. Notice of Acceptance No. 19-1106.11 Luued to Vision Extrusions Limited for thear 0414+21. Uj series'"VE 1000 Tan 202 and lighter shades (Non -'Mite) Rigid Ceffular PVC Exterior Extrusions for Aindows and Doors". expiriV on I 1�IIq Lha1. Chandl, Y1, isle L Claude. P.E.P I&aq L CIMuds, F.E. Product Control Unit Superriw Pro&ct Control ra Supervisor Product CostrolUait $wporrisor No.k No. NOA No. 21-020.03 < .X0.k NO. N-0:06.03 Expiration D.ite- April 14.2026 Expiration Dat*., April 14.202 .6 Expiration Date: April 14, .10.26 Appro-r-ol Date- MArth ;i,26.11 Approrfl Damto- March.'s. Ml a_ -%Moval Dam Xi3rch ZS, ' .0221 E -S E 4 SHEET NO. March 6, 2023 PA 1.4 MIAMHDADE0 MIAMI-DADE COt.NTY 03 "RODUCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Ro"n 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2,174 1-(786)315-2590 F(786)315-1590 NOTICE OF ACCEPTANCE (NOA) _w_ww.mbainidado,eov/cconom Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is bein issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Count),, RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority I -laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) arid/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing arid the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity, Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E.. dated Match 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a pennanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed mid !here has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically term inate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 't shall he done in its entirely. INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, �.,�,.. .E., M.S. NOA No. 20-0630.15 Expiration Date: 09/11t2023 0 )to ze Approval Date: (18/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc, dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast-( ' -Irefe 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, 1'. E., dated March 24, 2003, last revision dated June 12, 2014, till signed and sealed by Craig Parrino, P. E, on January 22, 2019, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Article of Conversion for a name change. oftelmy A. Makar, P.P., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 0&20/2020 E - 4 Cast -Crete USA. LLC NOTICE OF ACCEPTAN(.E: E,VIDE,N('.E SUIBMITTEl) Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete LISA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBINIn'TED UNDER PREVIOUS APPROVAL N 12-0209.12 S. EVIDENCE :SUBMITTED UNDER PREVIOUS APPROVAL N 14-0903.03 A. DRAWINGS A. DRAWINGS A. DRAWINGS I. Drawing No. FD4612. titled 'Tr� cast and Prestressed Lintel DeiaiLv ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Di -awing No. FD4612, titled "Precast and 11rcsiressed Lintel Details", sheet I of prepared by Craig Parrino, P.E. eluledl,lar,�h 2.1, 21103 evid DrinvingNo 11*1012, Oled 1, prepared by Craig Parrino, P h", thilea'Afarch -74, 2003 and Drawing, No. 1, elated 03124103 and Drawing No. LT4612, titled "Cast-C) ete 4 ", 6" & 12 " "Cast -Crete 4 ", 6" & 12 " Lintel'Yuji, Load llible,%, "_sheels I through 5 prepared b.),, LT4612, titled "Clast-Crete 4 �'. 6 " d', 12 " 1, inteI Sql� I.oad Tahle..v ", sheets/ Lintel 'Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all Craig Parrino, P.E., dated March 24, 2003, Iasi revision 41 dated April 245, 2003 both through.3 Of.", Pl-cVWT(l 4011ig Parrino, P, E, dated A,farch 24, 200.3. last prepared, signed and sealed by Craig Parrino, P.E", on 08119114. drawings signed and sealed by Ceaig Parrino, P.E. revision dated Murch 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS March 22, 2012, B. TESTS 1. Test report on flexural testing on 4 ", 6 12 " Precast Concrete Lintels Filled and I . None. Unfilled Models, total of (13) coi :crete lintels1hu.-imens, per ASrXf E-529-94, prepared B. TFSTS , C. CALCULATIONS by Applied Research Laborevori, v, Reporl Na.30-104A, tti!ilt�ei/)41'10103,.vigitede.ind 1. N orit'. 1. Calculations for Cast -Crete Lintels, elated 0811912014, pa{ges / 4.201 through 14,236, sealed by ChrislopherA. Ramon. P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALO.TLATIONS 1. None, D. QUALITY ASSURANCE 1. Calculafivnsfi)r Cast-Creie Lint Is, dated 05,�_19,103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Parrino. P E_ signeel and sealed hv Craig Parrino, P. E 1. ky Mianii-Aide County Department of Periniffing, Environment, and Regulatoty Affairs. 2. Calculations for Cast -Crete Liniels, dated 05129103,140pages, prepared by Craig E. MATERIAL CERTIFICATIONS Parrino. P. E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER 1. C)uald.l, Svsiein Munualfor Cast- t,reteklachine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 2002. 1. Lctlerfrom Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. 2. Cast- 0-cir QualitvSystem Mani,, i1fin- Prestressed Producrs dated 2002, by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2010 Edition, 6. EVIDENCE SUBMITTED LiNDER PREVIOUS APPROVAL # 17-082 L 18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. 1. Drawing No. FD4612, titled 7 ecast wid Prestressed Lintel Detents", shvel I tol' 1, A. DRAWINGS prepared by Craig Parrino, P. E, :dated March 24. 21003 and Drawing, Vo. /. T46 12, tided 1. None. B. TESTS "Cast-Crele 4', 6" & 12" Linlel,',afe Load Tables", sheets I through 3 ell 3, prepared by 1. None. Craig Parrino, P.E., dated March _?4, 2003, lost revision dated March 11. 20M'. B. TESTS 1. None. (7. CALCULATIONS B. TESTS 1. None. 1, None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1, 8 Miami" -Dade Count R Y y Department of Regulevory and Economic Resources E,�). 1. None. L B.v,kliami-Dade CounlY Building Code Compliance Office. E. MATERIAL CERTIFICAT IONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Leiter with the Florida Building Code, 2017 Edition, issued by Cast- 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 1z liny"A. Makar, P.E., M.S. felmy A, Makar, P.E., M.S. ClUelwy A. Makar, P.E., M.S. ControlPro act Section Supervisor Proe uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/111202; Expiration Date: 09111/2023 Expiration Date: 09/11/2023 ,"Plmoval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-1 E - 2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 7. None. 1). QUALITY ASSURANCE I. BY Miami -Dade County Departine, it of Regulatory and Econonti( Rc.sources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. OTIJER I Compliance Letter with the F1 wida Building Code, 2017 Edition. issued b * v Casi- Crete USA Inc., dated offlo& 7, signed & sealed by Craig Parrina P. A. 2. Compliance Letter with f lie Fi )ridu Building, ("Ode, 2020 Edition, issued by Cast- Creie USA Inc., dated 0611 l/`.'0, signed &sea/ed bY Craig Parrino, RE 6>" Relroy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 0W20/2020 tit '21201, Virtual Review Assist, lnc� Plans Review completed and approved for compliance with the 2020 FBC 7th Edit by Debra Anne Klahr PX2300 4_0 Cl) > 0 0 0 0 L_ CL Cn 0 qa 0 q —0 .0 U_ C) 4­0 CZ 0 %4-- > -0 E W � "0 C/) E (2) (3) U) Cz > C) > L_ C L 0 0_ 0 0 U) 100 0- LM LLJ C: z _J a_ March 6, 2023 SHEET NO. PA 1.5 - /T—ILI ECO l jim" C. . — TI&LIT TESTINA & ENGINEERING COMPANY WATTHR A. nLLtT, x, P.E., ai kc,04I _­ ""'M ILL rX. LIPILLAto 1. ""*7' A I A L­ All 01,11I ly PRODUCT EVALQA ON D -RR IEPORT REPORT NO.; 2"728.01 DATE: July 20, 2021i PRODUCT CATEGORY: ShI.WALITl PRODUCT SUB.CATEGORY: Storm Parials PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GkAaI Frotol Produi0s. LLGI, 460 S.Vov 51 StrI Davie, FlordaI33314 'I -PURPOSE OF EVALUATION: This is a Product Evaluation RRmrt Issitiod by Walter A. T411% Jr., P.E. (System 10 # 110t)(1) I,,) the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 0 of the Fl orld a Department of Business and Prellionlitional Regulation. This product iS!)oing issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florids Building Code, and to verify that the product Is for the purpose Intended all least Oaqw,laient to that requirind by the C ,ol This Product Evaluation Report shall be subject to review apU I ovIbion In C,jI Q1 a Building Code change that may affect its limitations and conditions 2-. EVIDENCE 6 -. _U,6MMED 411.1DOCUMENT jP`X,1I Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Irl signed and scaled by Walter A. Tlilit, Jr_ P E.; dated 0712812020. This drawing Is an integral part Evaluation Report, RA -MIS Ill Ift, �0,',�,,I A. r/le I, , 2 14% # . ..... A. .-...,.I,— 14- 01, ..-"\,\iI "".��)I!Ii - - . Ll -, � , - 1: . . I ­ - - I *: No 44187 I zof"­� I ", _-... ,-.-* - :* * .1 ws,ox".. "10PIOil IamilotAT4 - Phorlo� (305� 871-15M - P130- 6355 N.1oll Stith Street, Suite 305, Wami, Florida 13166 t"Fit1)1)11.C.LKVALUAILM.%ELV,Xll:LU, 29-10.ZM 2 2.2-70T REPORTS: Large missile Impact and latigue load tests were performed Linder Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loadool as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & 'resting. Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 001181190e, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports Ill 22032 dated D411611998 and * 2126 dated 1010511998 witrimsiliAd try Gilbert Diamond, P,E and Ropor(No 0219.01 -09, dated III 4, 2009. signed and sealed by Edmundo Largaospada. P.E. and Henry Hattem, P.E. Tell test report No. 9CM-197 oy QC Metallurgical, Inc., dated March 13. 2CK)O, signed and sealed by Frank Grate, P.E. 2.1 STRUCTURAL ENOINEEFU 0-CALCULATWil On 20,Gage Galvanized Steel Storm Patrol for maximum panel length vs. design wind (Anl, as well as maxifinum anchor spacing vs, design wind load and panel lil bi,serf on rational and (-,omparativie arally0s, and :r accordance vl suction IC119 of the Florida Building Code Calculations proporw by Tilteco, Inc., dated IllIC1108 and ON12/15, signed arld sealed byWalter itil Tillit, Jr., P.E. 1, Mj'$$IjA,E IMPA,r,T RESISTANM it 3P?9 ?Y1iSSII'J IIIIIII Ut"Idei ;LielAtl Ill of Ili c Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RE_$IS1'ANQL 20 Gage GaNanized Stno,f Storm PENTIO has been verified to sustain wind pressures. MaYJnTurn Panel length shall be as Indicated of) sheets 8, 10, 14, 15. 16. 19. 25 and 26 of 26 of Product Evaluation Document lP E.D ) drawing No. 20-176. Maximum Anchor Spacing shall be as indicated Cori Sheets 8, 9, 10, 'I 1. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), entwine No. 20.176, 5, INSTALLAT1.0-14; Installation shall be performed ,strictly in accordance with details indicated on sheets 3 the, 7, 1 1) thfu 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 2OA76, Minimum separation to glass shall be as indicated on sheets S. 14, 16 25 and 26 of 20, of Product Evaluation Document (P.E.D.). drinvilng No, 20-176, I -, .9-1--l' , -l�-- 7—_t-44167 _ * :* - . 0-1 � , I IV STATE OF -0.1 , * __ -.--- - �A %, 4-_---,x­.,l:� - 0 "o -.. IOR�� - *+14 "� ;l1, e,,.5,._ ...'."o , 'l slir)IIiI . "l 0OottlitmWN10 -- 0:h�_AOEL 8 3) W CASE Twil PRECAST STOW. 04 PRECAST COMMLIC PANELS. S.-Ijoew CIO WOW btosi For rc.­, ­ ,,,, �C04ii AWCALOmil !jMPlDISIll WALL N404MS VIALL BE LONG DI TO PLACH THE MAIN S7r,EoCtURE BEftl FLLC.l PANL,55, � -11 iA I LJAI DOCUIAW IF C O ) AIRS &tD$ VIEPIll FOR CENTIANAlkil ,Ai .11CLICRAG( SkA_t BE AS WolifIrAIM IN 9 1) AND IN B2), V ',F[11­Vol11T,,-IeQ1711 LtAtfI.,'Ar TiL FILOPION 544LM00C tOX I IJ MIM. VU 'Al sr;tirlc OWMI. L.. oll Voll4N 01104) LOAl S�LL 9i 11IMAWAWD AS Fl �TFCTLON l6IMICIF TAIE AOCK MENTIONED CCl 1,Ll 4'4 IAPI MOU,(W�, Ay MIN4,11FACTOEV W k I a Will INC l A W1.0 5111ED ks it"QUIRED NO, TW A-R%IV�WlAl ."LA IHM S?Ojmqs wet K witkul A" 014-10 PANIL"AATE FLAII 10 AND FMCVAmTE PLLALL ANCHORS. AS Mm"ACTUREC JY FAC43 CCktST*`KT4ft F000I " A 01WICTV)SMILFTY FACTOR Xd.Oft LISIS4 AXL T- 16 AND SAl NCG 1=10 IW WA&ILIM (AS.l ,4*1 LV. S�',�. PER AD_%, tkot�iGk PREsSEW PLATONI NEXArEET CA, SKETS i ETRU i�I 14, IS, 14L to & W 1, It', , -,'A* *­lI totil A, (k-;rA.vr& I" AA POINT SCRIV ol & SPECOLTI 00 IN OROI TO Vio"ITY THE AWK 00NDITION, A?AAl EIIESwCk Ar'WICI LOAM ankfoloSAMEO Pek of 1-16 C ,, WmAkil r.R[Al AAEmEIvA1CAi ,ml Al 'I 7AF,x, M�..l Si_LA,1 I ! I/?- ,Nt 2- Fil ELCO Powingtort PW5 SHALLSHALLBE fIRST RTDLCEO TO AS D QVSOI WIND ILC604S BY Will. OPT FINC W.11 Oft 0.6 N ONES TIC Al PAKIA'Al Iful IP COUPME THM W/ VAX (AIN 01`34" FAINISSILILIN' RATIAl IWArATEC 04 Sk*rM 7 IMIRE, 1;, 14, is', 16, 79 am IN ORD R 70 VERIFY INAT OC Al (14 ToLIS PCID AS T13111, WERE -ON LAl ��Plol A ISIl Imil I 10ftiAl I'll 1`17XCIOV.V�TAI Cof tAl it4iLko. 0,11i Pof WY)C foil M. kft%L W ' 1/?' NO "EAM ' A Irill LAO XLOWAE PEK'MOT.DN INTO 'MOCCO SION- ITT. _11-0.1(141711�0 ..I P&l �W 711j LJ! ,i, -1, ,I.(T,,1FJ' "NiCIRAIN, IIK%S FOR Oft COAM WAS ;z MO Oh Tk4E* ANAll FASTILIKIRS UPAQW. to WOCAD l KF4 OFTFOATAWON oh {It MITE III I'l WIR C 1} MffMAJ WW rX5TAWF Or LAD SCREWS. All WDEAD 9441 BE AS Atil N 1115 jRAVN� ­ �.EAON ,'Al ALEll 10A fool All w.,-:. PE-,t,,1.NLC ,(AN bum Norgoo 04 ACCORDANCE tork, SECW,N 16�,., 'l TH ABOVE KNIOWU COIX &S PER Mk^W�K [ACIIIIEFINK 6 TIESMINIC PC AVIMS %-50, imil a PS-T-W Q�D 41 WNMOO PTENEIRLOI Of *WD kj�.IILNIG -AIALL BE lol 1/4� l SCREWS Ll SNAI Bo I It.' CtWC VNV(jv ' " FE)4cslmljm 11FIVITILIC LAD W , X"TS J2032 & #ZIA AS PROTOCOLS TAS-201, TAS-202 All 7AI swmo Or,vol morr Zt, i- AKAAAALN, , �. gool Wi 00 VWW AS WELLAS AMEJg*CAh TLES1 LAD Of SAAIIH FEQ4W)A KPOK11 1021003 -OR, AS PER TAS 20t, TAS 207 ANDLAS 203 STANDARDS *� ,4 CAST Ill ,410i S70l OR P�l CONORM PANELS, STUCCO 00 *OOO BOARDS K FOIW ON THE t7rKfql til ANCA40ALS %Aol OF ,OAI ENCALI tO Will THE RAIN, 51WTURE &ENNE, SUCH PANELS 2 ALL ALk"011 rOPLISIONS. *0 BE 1093-O6 Al AND TEWKP (UNLESS OTHERWISE NOTED) SEX skorr I ANCAVAIAU $,#At V AS MFNIOXD IN It I 1, C 2) A C 4) I ALL ALUUMM SAW NEW LISIED AT CLk"AIRES A�Oiul_ KINT �105-tl ACEMY. ILL) A11-1-1 '.-A. M Al 1r­J511l Al CX 11IIC qC*IAA,JNDATbl AND SPEWCADONS Of TkOE Amictil MANUFACrILLAIN, 6 ALL STEEL SAl SIETAL PANELS SAwLt HAVIL SrRUCrILIFIN. OLL41,11'r STEEL. ASTW A- Sl i�R" !W 104*%* r-W CAI.VOLMAD SU11 OESiQM'nMV Ill A 5 "I tAFTER RDLLMI 6 F"4L.� W, -150 or Il K�..111`t*., iQLl *!1ftJ,At*% D1149. ,OILDWW ON St"ON $ 700l 10 (SMEM 6 INROW04 Ill MEPT IN&I WADER$ T A Q) Sl MCI foof 1,5M, � All �.Il TO W StAl •, !1. ".4 ll� ­ Al �.,*'." ;,* I�ORRO-101 lasISIONIFT CI)Oil ,�JIRBCIN �-.t" A' ITS q 11 SHOLL BE fill $OLVPD�" N: TK fA'ONIRACIOIAI 10 VIVIFY TAIE SOL140hims Of 7114 tIP-11"Iff A,l cal '.It !- It III, (44"'51W a */ X It' "Ito O1"`f"`,tl`- A041 W O�%- T111i SIPINI04 61 SPOAAA COMPLY W/ FLORtro. "0004, 7&y,: ' Sill IC" Z', I , 3.4 ILATACICID 10 NSUPT PKAIM ANCTITCOLIAL" Th" STILITY(A 5HALL OA4T Of AtIAl 10 CbWC-11711C. P-rXA, fj$ 1110I �AMI 9111 1193 E Fool 70 SE ASTM A-301 CALVAP47EID STIOL,. OR A& ,04 SMS SlAill Sl WITH .16 KAA AMWJM VW SIRIE"l I?) El l "A," SJORU VANol "*I. ,; ,I, ,., ,Top 6 _@ T,Rol 12 41, AS PCR . Sol rioNS 6, 8 , Ili A TO Age ALTEIIIINATAIES. ll ? AK'�4M TO III SAIALL BE AS FOUOWS " * -00 'IS �;AACM t 6 A I77 ROLI'Ll I'. t1iAl -1" A, 'AINILE Al K0I VtM[ MANIONIG WSTRUCTM OWNER OR Mmil TO !WCLW I-KIS Ill -PVILLI�AIL Ak'Alf"00terNANT 10l IrRAO(l ILY FLAWAI OAVANol . too) tQ_u!Zt[A1tPt5[r l_S0WJM It THE NVALIArKIM CONTRAI IS 110 SEAL,1COl Al tin 1-11-1 -I-4,-,11fPl. I'll,;' All TTAILI11, IW f­11"I4MAP, 1101ECT VTW - t/4"It IAPCON WINCHOORS AS MOLNUFACTORED ITT PF* Kill 0. ill I- II91 ­ I TW kW.DM TO P*rVONr *MO/P.Alft IWToAO,TI`X* - 1 /4 . 0 I. , Y?e cAo - III AwK(AAs uAill Psorl At, tiEwl AAl 41IN ", -_1XX' .. t � - 1/4*0 VOI , * 501.4l Nllll�k'L I�r UILTIll 3' ILL .~ ','^Nt. IXXI A ISFTT�Ilol ✓C I" STOR10 PALWEL "AUAnON 514l COMPLY WITH SPECS wil ­ " . 1.ONN' LIl"', ", fj,�':'­O. 'ILI ,'ll"'I 1; ''III" (Mn I _• )OCID 0 L I 1, MRa"g) BY ICE JURISDOCTION W-W "11 IS APPLIEC, TO - 4 4-10 PAN"Ail fol"r 1, A. I'AACLAAA-Ir ,-,,,S AILO(HOOII AS WAkitTFACRONLID By OLO CUISISLA,TAA Alill T I l,) Tons IPNDIOLrCt CLAALLATION FOCKV,00ll lJP( 1j PR[ -Al P,' THE ENI X �IOLEW 4 GUNANC ?1 TAIL! '11III'LL A * l,AA11 I (1­33� P", FOR 4 an SPOLIATIE PALW(l, ;* WHERE TILE Ill CONDFOI)ALI DEWIr roil twE Pill 1. 1/A'* Cf TAP-',*& AX1:1J(,AFS Is,, kIANIWA­ 0 -0 I, 01 Il -'A" "IRMItAT"'N il ­ 56M 0 . I) r, I .10MOSINCITER TO BE RDSAONS,vl� FOR t`AE 11ILL[CM01, PUPCIMOASIE AND INVAILiL.1001 INCtI,O1.6 %-,[ 5AI11. :LA '.-!I' 1'10),' -' L 4 1) MI~M 04MLIMIl (I TAttCA ,� ,PR INTOD PCl CONCRETE SHACE BE I 1/4' 7* tog PA@ot'�W,t rt,ltl It ", - 'IDES I'Ll OR " F It 0. PIlow"D E "S , "I", USIll FROM Ill CONCIFFIGIOS, DrAill ON 141% OCCUIALl Or, ARV PAPPRALl PLUS AND 1 0/4' P-W CIF IAP-0" ANCHORS -Y*WAQN Still AT Wr ;rI 1 On TM W,SMNSftFrl Imil's TA .0l S I,LIr r,Al A, 160,0I ANICIOAS Si,ki fK CuftnCiti) 7/0' Mn III[ POURED CLW,OlWTf NO komitErLMAI rl v I ,IOS -W)MI INACINI LKIIL,.,OLLNI -I,, al ?,aLOs*C%*,D iNvAl or NCCAkl T'JCGQ SILOW. 91, PE"Mor"M 1/4' 0-20 WJtM kW# SHAU BE 1 1/2' LONG ONNUM OIt0l S7UrXO f,YLK- W " M-"UW FOR WALLIS WI AQ STUCCQ AND MI BE HEAM %AVWI OR -U OIRFACLET1 Ill'i-Fit'S Al IILA.l III, SIFETSKrPIC PRIQuil low i BE Fl, AM LITT A rLOl RECAFRID ENGINEER OP OAPICAO.Tr ' I., �,� .I- ILT,� ­ I--, 0.3 W" %VC Nol WONDER or F"CM (E OR l f CA t"t P""Cr AND NAI WILI Sk RESKINSALF, FOR rkt P`mPAl VS1 OF 14f "if 0 F09,14UP OF Rl AC- N� ASIA DITIJECATED rNGWIR TO rift. AI A CASE TI-011 POrC^51 SICIALL. PRECAS1 CChCRTTE OWLS. FAVr000l 5rUr", 'A WOW BOARDS BE COVAID Ok TALI I'( O rNOTOWA "Y4ol 'AiAl ILI IWIL!, IXTUILIt TK SLM 5PILOVK DRAMNOS FOP Off."IEW VISIONIC WALL OR h COR AMr-Ilt's 1kit I tit I CLAG 1AACXr0- ol" Kfk.. I.[ .4% SYPKTUFAE KPW SUCk. PANELS AWACAACI 1AIN, I $RE A AbWhArr At At) AND ON A 2) I.1 1-115 ILEC, Y'#40ol KALA THE LAIII A6K1 (.AW.LLN4 AA. Ar, SKA.ILIAE T* ii -ROKSM11w. (Alic-Iffill d!- Arr".10 IAA' r'*[-Agtxl IT (13I !n,5nifi 020" A,Ocb_)b!l ASII C-Til 4 . rAll ANCOONS AS UML$FAouwr) No � 7 A, @IKDFM ­ .Slkli 6JANVOIAC1'.)AI S tABI , St AL, FA ,Dl *4 4 AW111, I OI-El LCILATICTI AT STORM Fill SrKIFTEA Ik ACC�Diktohml Al iXiLlION t 7W 0 3 00 ITIL(ANTA Fi.,kltl CODE 409 LABEL -, 1/4' 0 A 7,�* . " Col AWX"S AS QLAN,,WAOC1X*LEC 01 SoCkil 44C (Al I'­IM ,l 0 W^ r" EYM Cooltil LAMIW, 70 OPW L, WY4 VI,TkOm - 109 To 7 110 ­ -W I, tl��r,= ~ .11'.4 I PI I TR Wamrr�ar-otf�-R-Uvrle"-i ( Sr-AICK"I" )"i "A'""I'll go' """ght" "m 'ok OV" "A"i" Al AT At Fa TV A* . 114-10 PAN"AAgi FEMME, IV MO MAELVAQ PLUS AILICAODITS. AS NAIWACTILIM at 11CO CONSTI110l I'MOOLl �MIN I c-Z01I p ,,) $04 ,a 7 oto CoMl PERNIl IN THE STIATE Cor nool 1 ,4 I 8 CF TAP-614111" ANCHM. AS VAINUCACTLIFIC By TRIA-ItAll COMPOMIA'A 'A", , eitil - ,/4 A`k$"%1 A I , ,,,, + vl �� � I 'I .... I_., '. . . , , .'1„'),". __ 9 11 NAMIALLAO 04111DI011 4X ?WON AlACLOOOTA. aCO PAWAIATIES AND Cf rAP-GRW ANCAIl 011 TLOt O�CA,464. - - l- - FLORIDA BVILEEING CODE (Wgh Vol";ty N.,irkd,to, Z? ... A W IV A Ill 1AQ I IM I 1,1 4' z . 1 .2m NIM "I *Z - ,. 'Tr I ! 20 GAGE GALVAIII SIMI WOW PANEL I.- x, fil CALl a SWO-SETV AWMM S.AU BE, EMBECOOD 2/iir AIM TkOr Colocii BLOCV ENI No 4 lt,7 .. I t7 ­ - , r, ­­ ---.-----... ­ � .-, - � 4, — 600AL PROTECTION PRODUCTS, wl Ill Srum.151441A of Pfftl + /e �20 SCRIE" lill SlA^t Pt i I /2' Lool WAAl , I, �!A"oi1,*Tl,,,, , ,'� I VI`T, AN10 ,A- 0-14 AIAI *I, Ad: lit"'X's T 1�1 " ' — - _:> !� I: 1; IlAr OF ---- - 1.00 5. I- $"%M . , - C �,4 'I - I $-f AIIII — . O _t I )3�1. 20-176 1 Ci�,,-. "t 0 A tIl,t, .,-.� � 4.4- 1 U.. '_ ,­)Ak* -5 I. L�*0-9�, LLC­1 ""A"'t M. IILIECOOOO N;��, I , - .. - .- .I ' � z:1:-.`­_1X-AAAA LAA 7AN��� - - 4 -.1;� ­ T__ 1 , l ­­ I,. k,4��/6� I I A. ,-Nwis _: NALL, jt4 . . , � ­­­ .....- - � :i4WE � 't 11.-"�.,Al .OI I. ­ ­. ___ �,Il,Xl A . -_-;"(I I 11 1. A F�.. AA� 1171- ­ - . _ --- ­. LI: I -------- ..---....--,-.--...---- --.----.--,----.--------..,.,..— ___ ____ __.,__- INSTALLATION UETAIL5,10RAEGULAR PANE d'] &_j,;l,L I tRTQ _EX_ ISTING POURED CONCRETE.,.giLf&N-"ETE...DL"X-$-T-RVQFQRL.S. aw-m- — "" ClIl�t 0. I 00"ll ..C.Col VOLTS I 'Al $I (at 114:1420,011 CA, - 1\114 � ....", . pan I imovol In - ? 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I , I .! 1t fo�Tft 1) ,J � ; - R _ ;� �1,1._ I I I w 10,4101AS I f i , _,A, -I` Mo I %9=4kgl i - ; _� i -.-Ill N 9 1 3 I- =" I I i-, O" i L-"* - � "-.'.',JF-- I I (1- ` ; ,.; I I � " ,,, , �.AAA; mv 5 1 I!,- � � ,A, I - � -5 � �% , ! - .- , 2 � I �. I i ! 1 I L � � i � 1 ! � i i I i I ! 11 t I i : I I I 4 I I A, I 4, , 11 � I V I 11 . I _r___ ,A. I � I -r � ; I I .1 i ! t I % " ZWI.", 77 It I I i I I L114 , � CIL" MA I I.- 1 "m I t � ; I I �= to I tl " :r, " I " I ". "it, - 9 1 44- ; ; (Aw fou a co.com an . 4 ; " "' ,,, x0r.rool ollougit I - .11 : E*ST04 E OR I '* [ Q ,IV OC I., i I I CONCRETE BLOCK : i:coiciim OR I r i L CONCREI I too" me . I t L I � CO"Cil &.=- . � 4 - __�, - 4EWO" I 6 ,3 'Ir a C " � 4k: 4L1111 i I INNicoom IK= " OKOAJAOT . !I � — -OLOM 1, 0 : i=/'� ` � - , _ P, I 0 " ." :_ POURM C v ' I - * - I OtOl.l 1 /2* ) C I �; .. I I✓, I , 11r _­ �,,, r. 11 -1, t-- ­ I 1i 7-1 1 �,_ L-10 ­ I BA, I I " � - - ,�* : I Il­111A, 1­11D � - T L :�' , I , ­. ON, . il. ,_J__1 ­�_ �3/4-_ �: �, 11 r, I - _16 A. N' I* , I , it, 2- L�v I '. 11 -, . (2),_ I , 14��V 'Or. IS_- . N", 4 I ri­­, I - ,, - -� cOAC.,l vWWAS ci,� ... 41 r3ollcomil ANDAM z too %7TAM'I`ACP`AVoW,r4,TL"R* , 4 "�L'l , 0 11 ,,, �, I loll 904NAE Q. . A "I i) ,."W. INA, - l- .z ILI 1­1 I", 'IlVA U4,11111.,E it? i Mit !,C�Ilmqc N Flol IN ""NTkLG. III Ill A I'll IN �,Ilrm a T�la- 51 S.al a � $1, � W" , � � AALL -MOUNTING IJAQMWM RUI A,AA1LRNAIL_a_QALQ 20 MOUNTING I I SILLTION I SECTION 2 X'W= SECTOR -A I I " ��E Z/0- " '. I ., I j, l Ll " � ; � I �A EX), - IaGE C 1: � I I ��il . sc�'S'Nil`i' I � at %oc.1 lFrA.11. ON m�� sltEi:ri a f, 'el All ",­ -�gog Ig ­0AML. - ; �) I L. 'T I i, I I i I I i �f�. i il I ;� , PM 0 1 , " I 1) 117 Of :1 !! TOP & 91MO4 MCCEININGS CAN K I i - oovt�%401441, CONI r�, IN ANY WAY TO SEAT ANY L I i '4'- � I l e - "" . _�.,II A rp Nl INSTAI :1 __ .., ., r4 I i ­=z.J 7 . I �v ,-­• .,:(6�1, -_ I .,** - , Oc011 I 11 i I ;1L .. FLORIDA OUILI)MG Coot (11191to Volootl Hurricane Zanv)� EXTIll ­­14l.� � ,i4�11 . _% 11 � COOCAM . I .1 - - - ��_!_­­_ . - ! - - .., A ., I ­__T,`­`­­_ _ ---,. - ­1.11.,`­ - . Fit - �- I * : 1. 4L=20 il 14, I AE0,111"ll . ' I ZO GAGE GALVAMM STEEL STORM PANEL C' j '. , 1 AN'ToMM : X * 4" : * i tSITE 04DIAE ON 11, 'C , : 1, ! ..-at -- . I 11 17 - - ------, -_ - I r9'Qi:l;_C1X1A1 I. tolEffiXUAIIIIII 't A1121,0 3 06-VATER11AAL-CHARACTER115TICS AND SPECIMATIONS; Shal be strictly In accordance with General Notes and Components indicated on shot 11, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing IIIIIII 0-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, ( Product Evaluation Document (RE,D). drawing No. 20-176 7. L, MITATI011 AND CONDITIONS OF USE- 7.1. "hallb,ustrictly Ill compliamice with General Notes No 1.8thru l4l,indicated an sl -pet 1 of 26. as well as General Notes # 1 inrLi 4 and 11 Mitt 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 pnap,irod by Tilteco, Inc.. and signed and sealed by Walter A Tillit, Jr., P.E. 7.2, ;Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as drift A on,selctr-n 16',');? of the FII Building Oode 73 -'rodudsheen 0f)lp,bein-.,taill,3,Jinto I)k;ur,wdconcrete, c(.itiefeteblock, ati(I woos„ frame structures Prod ict Evaluation Report prepared by Waiter X Tillit, Jr., P.E. (Florida License No 44167), President of Tilloco, Inc, (Florida CA-0006719). "...... 1001'T""O' 4I 044 r1"ll '? "., .­ ....... \,\C EII.--, ... , I 44167 . 't z .*z = ;Q: � - 5! ATE OF . - _r I __r�`Lir ."K 11 "I C�:"-. '10R0.,C..-` "", e,P " - .. , * ,,,,,. S/iI %% 'l-loof"Itill VVAI 071TI1­FCO ADMON RECOROS Ilool E. RFIAORT.20 Ii GLOBAL. PROTECTION FRODUCTS, LLC I 2PGA(M (AVA Il.eel) STLLI 51 DILMA PANEL% OFINAl A M! 761 RdPl IT20-Onh.01 '•- - ­1111 / I ILI ECO olitool TILLIIIIATF11WIA1111116 & OrMMURING COMPANY - - __ '_ ­______­__­_­ ...... - WALTERA II ILL �L h1rercAkatIf L-ClIN!, PRQD1,17111- EN. VI M u I iL-' I yLl 4116 " f L 1.A L, 1-1 . �i Xwl I o REPORT NO. - 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm PaMIS PRUDUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GlQt-ml Protection ProditictIiI LLC 48DO S.W. 51 Street Davie, Florida 33314 t PURPOSE OF I�VALVATIOI* This is a Product Evaluation Report issued by Walter A, 7`1111t, Jr., P.E. (System ID fil 006) to the Global Protection Products, LLC, Rule Chapter No. fill G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product is being issued all Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that Mo product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect ifs 4mitafirins and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODUCT UVALi)A-TtOkDQCUMJEN-T-.(P,E.D.): Drawing No. 20 175. titled "24 GAGE GALVANIZED STEEL STORM PANEL", 1-riels 1 thou 18 u( 18 prepared vy Tilteco, Inc.; signed and sealed by Walter AA. Filth. Jr , P.E.; dated 07/2712020. This drawing is an inteR,koxvt 'ol � .� .0%.t,r , . oll ,;S, Evaluation Report, ., I "'.L.-'l, , I V. -0<�­* v\,:,�,�p'...? _. I P 6355 N,W, 36thStreeL Suite 305, Minini, Florida 331 00 - Pbouc: (305) 871 - --- -_ ---___.__ ____ I REGULAR ek LIFF 5AFETy_J1QRK PANEL") I III . . . ­ I - 's *ol (IOTA, .Kii'' - . I L' I _0 - . , - 17 SOD" (EFrECINf. -A.114) - " 1/4* __ - r--IWO, - ,- T.SlSir - , I J! 00, 1,1350i . " I ,1O­­T---4�,,, I 11 �Il , I _­*w "'AL—IIA1­11 L.,i,.A'\ / 143o.,Eo , , V ,I. ) r. " I I ,, 1 I 1/�=,;tL n, ME, \ . c1ld I � l 11 11 11,11 I I / V"v ­61 I . .AAAA). I ilt"TAIL A ' I l ; �,r " le, 1, l, I ,11 fow I- , . l:�'Il . , , , , , , � � KTAL I . " . r, W, ,A., 11 ,", 499 , " I CIK.� }.DETAIL A , 1,1 Ill \ , I "i 44 (41 . - 1 .71. ;;75 . - _1 1 L - - 6 2w, - il (1?L II STORM TAHEL :. 2,P­ . I "I' ,-1 S,rmt I",, , ," , . 1. tt.­- , ` 0, � ,I'; - ff. 4 1�1' - - - ,W. - I/LII 11 30 , iA. 1,14", At � �, " 104 URVI . , I I'll I I I - R. . i ,M. - 1 �� , _, Ir.i, , � 'rLt", w, , ", m , , " �` I A "" " " - - I 12�l I i 12L!�:7, 1 I L - _1 , 1�I[. .11�, A � I : , . 11A, il�l1`N' --,-)I i�� ,As* -1 � , , , ,ll "r, .: � I 25Il : .�,�� ,, I , 1. ... . ... !� I "I. � I 1a1, LI).1, � � "OFJ,...... I. 11 039' 1 I NOV, I 44 d VILIALL. I ,.� _, - - � HEhl ,I - I 'I Re , I 125.; T Izi C=__ ,_ -I I _�Wa._&3751 0, ! )". — _� � I , 10 I I . 0)/ F!" Look - !," M., - .- 1.500, - �I Y*..,- 15IIl.,49.1 I ��l Stil DETAL, ��, , _ I 00, 50. - .10., ­2ow . hlI 1:1 V, f LJ1 ,,, "If i'lill''I 11 I ru FLAK I `4 : I iI) *k „I.11!ft__1EAQE @V1L"a � AMU - GWITH STUD ANLE ANGLE WTHI a REYAL-RULW . . ,,,, I L, CA' . i , ,,,I I A , 1. ' ',PTOP I= .374' D"I .370' OW . M" - I ,)W: l fo NIAIE, I"*. 11 I I low-. I , :10, �9" '. ,.,� - , . _....__._..�_... I ,�&. . IV- , 2,0- .,or � P I ". i .( - %TLO I _r1 .'L�. I, IN", Ii I I I , Il"11 I �41�o. �1,1,,I;11 41 : I I � II - Al "....... I I 1J. I Ir - 2 OVI_ - ( I # %7-ltl I & 40-I ANGLE I I IL �- "� � I " - j 'go I - . ZI I . All nd,i* (5 ) I 1-1 .. - 061, 04", �,W� . CA., .",~P.1, .4s� : � /- ,,, I I 11 . 31 I! 1"t 1] I � .7-A-7,0 VS,. f . k-� , 0", zN4A: ftl ,2.---- 47-" Pil OAALC Ai'!' �R_ IIAl 1 ALITIAMINA111, USE VITOC W1 Ill WYA(Al **so" *if 400011ONAL . 1,.,­T,'17' 100-SiLl ISIANIl ll, Im I­`1 I,Al.rl $,:,A, i . 671. , .� � I , & 12 .,l a 0 C 11 "' 1I I I-' .,- . `*�. l 0 1 1 TILI'l, l ­ � 10 " ( . 7-11-f-_'1-*_, , t - 2000, - - .. T. T_ � - - - !E- TRACK All IF & - 3/8" 1 A PLA111) 1 i!�5 E* TRACK UY FLA I., I wm_�= I ). � . ' •io I - I "�(, I '-.I..- �,p r 1 0 so""I'l "l- . ..... A. . .. �10 I * , l "I ! 1__Ie�., _�"Se " .. 4 1, I �� I � � �io ., I S , , 2 . No. 44157 ` I 3 in's . 2 ; I. i * ; �. * •Tki FLORIDA ftRril I -CODE (HI l-h --Vkle6 -tr- 4CET ,I f—cainl"ll llZonal I„1_r Y4.1 tL �,- Wr -l. It- ­p..� AZO GAGE "LVAKZtD STEEL ST0_1fol , KEY HOLE r0,, ­ /,I 11t�t. 1_­I_____ "'.I I PARL, A,,;�-S"'-t.4... ��,_>/1, lI GLOBAL. PROTECTION SROOII LLC. ) � , �ioiit.,.Akol ✓, 9 - e J,A� z,�<., r'' t Fi, " , 0 "I'll- ­ AA _A- I-) ­ , =., -r�,-W-'^twrtwA.n .- .0 O" ­ 1� .- ­ I "I Z *44-1 r1" L 1,1� � . � I � �411 i I .. 11 .iill. 1 7 .. -<Ll 11"16MI-IIII I., W.K" V., 0 1 6 -- [!ftJ:_-__--__-__7 :_I�___� 11 11� ]� ...- - !!F!Al �� Ama -1 kzxi!�f . ­ _Z­ , � III I . I � l_ _� ­ _ .--- .11,1111, — MO ... I I I 1. t L X 11.41I ... 6.111ldVlLwlk"Q. 20,411727. 2 ZZJESTREII Large missile Impact load tests wells, performed under SSTD 12-99 standard as per section 1609.1 2 of the Florida Buildirg Codo Llnif^orm static loads as per Section 1709.11.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814 01 -01 dated 03/11102 witnessed by William R. Mariner, P.E., 13orur Merril RE, and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattern, P.E Large missile irrI and cyclic IoAdinl per Protoc0s TAS 201 & 203 as per section 1609.1.2 of this Florida Building Cods. Test Report prepared by American Testing Lab of South Florida. Report No. 1123.01-10I, dated November 23, 2010. signed and sealed by Julio E. I' ,oll P E Tonsils test report Elio, 9'CM-1 98 by OC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate. P.E, as per ASTM E-B and Tensile Test as per OC Mooleflurgical Report No. I OKM-1 318, dated Decombc,, 1 2010 signed and sealed by.11ony,ii.v�IKyfanil Pf, as clerASTIll 1. -8. 2,3. STRUCTURAL FNQIK,ER1NG CALCULATI011 On'24 Gage Galvlarizod Steel Storm Pariel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Buildirg Coda. CalculatlCips prepared II Tilteco, Inc., dated 12118/10and 0812713 (for this revision), signed arkd."ak;d by Walter A. Tillit, J,., P.E. I MISMEWACT RESISTANCE: Large missile impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, 4,-- VIND ... L_1F0AQ5RE6_1$_T_A1tol 24 Gage Ga­anized Steel Storm Panel has been verified to sustain wind pressures. Maximum panol length shall boas indicated on sheets 3, 9, Ili, 11, 12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as nkdiGatod on shoots 5, 9,10,11, 13 thru 16 and 18 Of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has tx.vn verified for code compliance to , work as a non -porous storm Shutter assembly, as pear SSTD 12-99 Standard. aW1&QLEy_1%VA1lU1i, RMLQALhQ_A1_A2nAa ; 5, 1INWALLATLO-N.- Installation shall be performed strictly in accordance with detairs indicated on sheets 3 thru 8, 12 thru 18 of 18of Pill Evaluation Document (P.E.D.). drawing No. 20.175 Minimum separation to glass aliall be as indicated on sheets 3, 5, 13. 14, 15. 16 and 18 of 18, of Product Evalilatlon Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTEMSTICS-AK"PECIFICATKM; Shall be strictly in accordance with General Notes and Components indicated on sheet'( and 2 of 18, of Product Evaluation Document (P E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evieluatiluti Document (P.E 0.), drawing No. 20-175. 7.-LINIT AMON,% ANIDACONDITIONS OF QM 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175 propar4d by Tilteco. Inc. and signed and sealed by Walter A- Tillit, Jr P E. 7.2. I-Ir-iduct shall not bra Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of (Ine, Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Waller A TRIft, Jr., P.E. (Florida Licensie IlJo 44167), Pres0ent of Tilteco, Inc. (Florida CA-00067191 ,..­..;:-,r - 1 Q.��'- ,�CE�sel`--�.✓,p 1. .1 ­r 1 .. �. -1411',:167 .. '. 7 - AvI * : Wl . � - `:__.Ir­_._Z__ .­­ ------ " * (>'YtILlf-COAC�tel'-rIRFCONDJkP C.ALo`UR1,20`IOt.IAA1 ,.Lko �3�,.w' rgg, . J. , 4$ALVMIZFDSTFFI.STORt�OPA14CIDRWON701',Fl1Pt�,PORT*M-C-77742, ,�'-. tontb�'�.-*"R, + ITT,`,,Ass' �- - - ., Q�. `,,,I`, Ol If 0'�� X t, * ii � 0"", I 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, : _*IW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10. 6W/11 & 7W/11 r __ AKHCWS FOR OCL`IC*rlf SEE ScKottE ON S41M a IS 9 - - '-I" 3ol - I' VON rCQ WOW SEE SECDONS ON 15"NEETS TO AL It � KN - - - - ------, - ­_ ,----- --"----- 0 0 a l II "r ___1____1_­ 7 _-Tr_--_ 1­11- � I __ -,;= --J­-:T­ I I i I D.M.."'; .(i)L 04. II ,_ " , I _ ___ , ! , � - � I .. . _ - (�) � ­­11.. 1 �--_, 1 1 ­1 ... ...... `_T,­_.,_ : 1`__ -T � I (0_(�). G)+ @0 . 6 1 1­7- 7 `­ d , , � I 7"F­1 T71 - � . � W 11 H I ; L I I a � I I . I 1, ­­1­­ � I � AtiI I � 1 _1 ; I � , � " � 1 ,�'� I � � - 11 � A i . I � i � 4 � , , I . lkirl .&ILL tXV01 "All W/ 1/40 ZVI"' I I (1U IAL'K`N� Al S.S. ics iml Nok/ olf, +!13;` I APPL F:A0LQ � II_ , IoNIONUITS 0 fA CMR.AIP ; A I 1 (SEE SLICIODATS l APPMARU ) . I I I i � i � I � , . I .1 I i, [ I Z l .1 I I I I � � - - � -- I- � j i I i I i i D,Lloil_(g�@. 04-I& ` 1 _ 1- .1 --�_- - - . I � *� 1 . � I � ! � i il I I I I ; � .. . - - J . - , 1N 1;�� �i 1: 0 I, ).i,DAIA(�# ("o''In, 1�- - . a, ­1 - "IN - 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. I. � � JW/10. 2W/10, 3W/10, 4W/10, I 51,11I GW/11 & 7111ol I Ol ft'L, L04CAl SEE SCIOESLULT 04 SLAMS 8 A il . I0 `ACC0 S1 I SECTIONS ON SIOU'M 10 a 11 REQULA.R._5TQPN_. PANELS (J') A III ELEVATION , " S .67' IRA' NL r'" ' 'MRNOMBLAP, Me-' — - il � - AA* Ill 414l ���ll 1A1I1g\1.i­_­ — __ . .. _ , , , '77!7��7WI " '77W'\ ' _r I- , LI` �J_ - - �, ,-.-, ,L,�, N/4 I --.:-\\- _�- ,� _04 NO . l wl W _T 1 7 1%,"4. - i "IllflrZ�� 11".... Yl "O" � I _(D AW'..."', * ''.'Q.-�.,41 _.. 1-4) ?A�... I 1, V L N S, - — 020311 ILTIC0. - FLORIEIA BUILDING CODE (High Volmlly Huo,ricone FA Zone - I I .* ,1. 20 GAGE GALVANIZED STEEL STORM PANEL z - iklo[4-4167 . �_ MAAAA A, ! :*Z .- _L1 ­ 1. .. 11,-.......-�-�.��,�...--,,�,�-..-..-.--- - *: * : T I � " , "' .SECTIQN.-A—A" ' , � " I, -1• ,O, I � "I-, L4.. , GLOBAL PROTECTION PRODUCTS, LLC. al 4 - .1. _ ATE �,Ttl . z I I i ­­ A, �.r I ,;, U. no. N, ;*, - L I � ....... ili_ 11mmitell COW." , 0'' , U,g IL, - - ,_- " 1-1, I'll, "I-- '-, �`l � ........ ; . 4_110_�,, I., - -TV- Not, - _� I �­ ."I'll. Is., I., (­�_ -11 20-176 11. , 0 1�.. - , ._ ,_ ,- ".__ -Ai N � . 'NE C--OOM S I-----r - A%AI�_ .�_!�;;f� 0111"Now #I -, , itir /OATL Fit A T1,,,T'. ..I -, . I _�W, , -_ T � '!­'_' _fI­I0 MO ... I I I 1. t L X 11.41I ... 6.111ldVlLwlk"Q. 20,411727. 2 ZZJESTREII Large missile Impact load tests wells, performed under SSTD 12-99 standard as per section 1609.1 2 of the Florida Buildirg Codo Llnif^orm static loads as per Section 1709.11.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814 01 -01 dated 03/11102 witnessed by William R. Mariner, P.E., 13orur Merril RE, and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattern, P.E Large missile irrI and cyclic IoAdinl per Protoc0s TAS 201 & 203 as per section 1609.1.2 of this Florida Building Cods. Test Report prepared by American Testing Lab of South Florida. Report No. 1123.01-10I, dated November 23, 2010. signed and sealed by Julio E. I' ,oll P E Tonsils test report Elio, 9'CM-1 98 by OC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate. P.E, as per ASTM E-B and Tensile Test as per OC Mooleflurgical Report No. I OKM-1 318, dated Decombc,, 1 2010 signed and sealed by.11ony,ii.v�IKyfanil Pf, as clerASTIll 1. -8. 2,3. STRUCTURAL FNQIK,ER1NG CALCULATI011 On'24 Gage Galvlarizod Steel Storm Pariel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Buildirg Coda. CalculatlCips prepared II Tilteco, Inc., dated 12118/10and 0812713 (for this revision), signed arkd."ak;d by Walter A. Tillit, J,., P.E. I MISMEWACT RESISTANCE: Large missile impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, 4,-- VIND ... L_1F0AQ5RE6_1$_T_A1tol 24 Gage Ga­anized Steel Storm Panel has been verified to sustain wind pressures. Maximum panol length shall boas indicated on sheets 3, 9, Ili, 11, 12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as nkdiGatod on shoots 5, 9,10,11, 13 thru 16 and 18 Of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has tx.vn verified for code compliance to , work as a non -porous storm Shutter assembly, as pear SSTD 12-99 Standard. aW1&QLEy_1%VA1lU1i, RMLQALhQ_A1_A2nAa ; 5, 1INWALLATLO-N.- Installation shall be performed strictly in accordance with detairs indicated on sheets 3 thru 8, 12 thru 18 of 18of Pill Evaluation Document (P.E.D.). drawing No. 20.175 Minimum separation to glass aliall be as indicated on sheets 3, 5, 13. 14, 15. 16 and 18 of 18, of Product Evalilatlon Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTEMSTICS-AK"PECIFICATKM; Shall be strictly in accordance with General Notes and Components indicated on sheet'( and 2 of 18, of Product Evaluation Document (P E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evieluatiluti Document (P.E 0.), drawing No. 20-175. 7.-LINIT AMON,% ANIDACONDITIONS OF QM 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175 propar4d by Tilteco. Inc. and signed and sealed by Walter A- Tillit, Jr P E. 7.2. I-Ir-iduct shall not bra Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of (Ine, Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Waller A TRIft, Jr., P.E. (Florida Licensie IlJo 44167), Pres0ent of Tilteco, Inc. 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I" ErL . . . . . �. , - FLORIDA BUILCIN-C CQCJLJW� IT Voloclily Hurricane Z*no) . � . ______ --- - -_ __­,_,___' — a""'l 'I- - . 00tiol 11 !! ­ ­0 1~ IS K � I . ­ _7­91 20 WX GALVItki STULL 510ft PA I / " IM 11104TILAF I 1/1, .11 CONCIPIETE 111C, I -.1 A, W,A,101 two �. [I ` 171 Imi, I . MEL I FoRl . — ­� OF SErTlu _� - No % ben 6 A 9) ), .,. *001.1111KIE 71,17 10�1 i 1* fj '44167 � A camim I. � I � * 4 __ -,- , ___ , I�'­ f : '" , ---. -_ 1 �.., ;-.,.,.I E.D - COX DISTANCE I f WTII f . I 1� zXMQ&"_ llr� I zj*,Al - - �� � I L, - l `_` \ III. -1. . ----..--- . - 1O4/ Lk F 11- 11­11. I ­ I ...., . ----.. .- .__ .I.. _ I . I I IF , � ­­­ - - - . Iff At a) WC_ III > 0 L_ CL CDL < 0 C) Z3 0 0 L_ a_ (a) U) III co 9. I I I I I I- I 1 L FCO wlc• T11LtlT TESTiNG & 0MINEB1RII111! 00111APMNdY -__ _ -- - "- -- WATTriR A- T1LLfC, J1(., P.E tiLtCcaPCAaO P-,,,- HL .Y. LMIPMR a PL C.A LNaAIe%. W,f•� . PRODUCT FYAL.UATIQN_REPQRT REPORT NO.: 2ao728.01 GATE: lu'y 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Parl ..Is PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL. MANUFACTURER: Global Ptoiactlon.P.rvduass LLC. 4800 S.W, 51 Street D;wim, Flord:a3;4314 1-?URPQ$E OF EVALUATION: This is s Product Evaluation Report issued by Walter A. Tillit, Jr. P-F. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has [seen verified for Compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. "I"his ProdLrct Ev,Iismlo'In Ri=IpI'I10 SlIi ,il ho 'AlbiMct to review and revision In case of a Building Code (:flange that may affect Its limitations and conditions 2. EVIDENCE $IJBMITTED: ZAA-PBQOUCT- YALUATION DOCU14ENT W.E.OJ; Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrue 26 0' 26 prepared by Titleco, Inc.: signed and sealed by Wafter A. Tillit, Jr , P E.i dated 0712812020 This drawing is an Integral part o� PIS Evaluation Report. asr"sZE A. Tij*'''�.,, * .... �10EN ' I/ S` ' - ` }�*' NO 441&) Tk 5 GiAOl! ,-Ie s �. F r 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - i'h*P'trrN; uDe: (305) 871-1530 AX t+OT.tAI t'_1 D1WC:LSV.ALiiALIS1-.i 11Sll1-ILL_LU-02174.D1 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section '626 of the Florida Building Code. Uniform static loade, as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc , Reports # 96-569 dated 08/C9/1996, #96-570 dated 09/18/1996, 06-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestratbn Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond. P.E. and Report No. 0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largaospada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QG Metallurgical, Inc- dated March 13. 2009, s,3ned and sealed by Frank Grate, P.E. 2X.$TRUf-TURAL ENGINEERING CALCULAIlQHS: On 20 Gage Galvanized Steel Storm Pan, I for maximum panel length vs. design wind toad, as well as maximum anchor spacing vs, design wind load and panel length based on raLonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1110310E and 03/12/15. signed and sealed by Walter A. Tillil, Jr., P E. 3. MISSILE IMPACT RESISTANCE' Large missllo impact under section 1626 of the Florida Building Code, : nc- TAS 201 Protocol 4. WIND LOADS RES1$,1AKQL 20 Gage Galvanlze,d Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be ds Indicated on sheets 8, 10, 14. 15. 16. 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, 5. INSTALLATIOM installaliun shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 Of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 26 anJ 26 of 26. of Product Evaluation Document t P. E D ). drawing No. 20-176. rP, .DENS .,!,��*, r�.•' Vy rR -�- STATE OFQ GENERAL NQTt S: el") .­;L U•. ,.I: - a. I, I : A ,•rlf Tilt (w , t'Tr PANELS SUCCO OH WOW a(MRDS K 1[1INU rw "•I LlelA l'M-K� "LWMNM =WJM (eras% ECSTIII• K\L MI <A', 1-:11 14 l:nr. EA tO REACF+ 14 VAIN STRUCTURE KKNO SUCH PANELS • STCIRM PANEL SIKWON ON IW PRODUCT EVAtWTON. DOCUMENT (PEG AILS VEIN VEW11L II'IR -cm"1 .. ANCHORAGI SMA;L K AS MENTNX+ED •N tF ' AM. 'N O2) AS COODANCL W.T:r TM[ 2070 (7tn EOItok) rkf T,IC rl OI11DA NV4:,1Nd CODE (C) TC umli6. WODD ,.Nh--Vz1y-6Bralh ./:5 wv- AI 1MILD WADS IBr: tk_T[NT +I PCP SECTOR 0OFt"C* 114E - 4/4•V TAV4CON AAIP. P, AS IWRFACNRED W ' W b')ADFA, AI- FQ#, FOR A SPEED.% FOK) TWIT A% ISPP TWIT UTRNSDIC 4Y/IFIAC 'RASE S(4T E AS IIMiEI KNI73 kffr WRt K INSTALIFi! AAM1, _ #14-10 TLANEUMTE FEMALE ID AN0 PAMtMAIT Ili'. AN%.WA$ AS MAW#µ1Uki[C OFT ECC3 CONSTRUCTION PROOIIM 1WINDSW k4, rJ 1- FOR A CNRECTgMy_F[Y CAC10p aa.08S. IISWK. ASCE 7-16 AND SMALL IIDr EXCi'[D M LL.LkRAAA TAS D) EX - 1/41I LAG SCRDIS PER M.O.S. rI YI I S'SURE 'S IN4]t(A ED ON SMEETS 7 I/MRI I. 1 1}. 16. R9 A ffi.fTr'L pR.IL PRF. AA'tR.4 I- a 7 'l6'16 T 1,/6* K)OD BUC000 /IS M All "A7 I: i N 'I +.I. /OIS Iw,PEO fP 5 N4R P 5 w N ORDER It VTR#N THE AaOK DDNDII*N. uLTMAA'II, DE9)OM WOO LOADS DEYCRM"W "" ASOE 7-TO I:'; MINIMUM THRCALTED PETIfjRL11ON INTO WOW CN iMGOW ANCHORS 5HALt A.1( V 7 ANI:. i' "rW A'trn PANELVATE Pu %HAI1. DE FIRST Rr'"n) 10 AS D OL'S" WHO LOADS aV LAANIPLYINO DrEN RV 06 N OREKR to , .":. AM PAR1VAff IEI ALE ID. CCUPANE NEST R/ MAX (AS.N DISGN PWSWW RATINGS RAW -ON ON SEEM 7 11e0t, 17, Ia, IS. 16, +1 A vn MN ONDEN TO WUN T1Nr CMORS ON THIS PEO 18 TESTED WEIRS POT 0411M SERESSETI, 4 3Xe AIC117AST W Al Iowa--[ .. ;) IMPAA,M THITEO )ED nNCTRArgN Or [.AG STREW. INTO 1• 11 W04C fPAAE OW 51 i, 44. � 2' No r14IEADCD PrNEWT10N INTO STUOGV SMµA K CONSVERED AS PAW 01 THi RL,A-01E.:. TIRTADEC', PhKYRATION SOILS, FOR iom LOWS was bgL USED ITT Two ANALYSIS. rASrtNFRWG4 sPAOrO WOOO wa REEK OETERMN[d N K,•:OQ:ANCE VAN ALD,5. 2016. I 'i MTFMVu t!", 7X%TAWE Or LAC SCAM, MTO WOOD SA" K AS WOA;ATEV N r46 ;IFAw,IC , 11-31 0AMI'S WEUUACr (014- 111PACf AND WOO Anr.7AWE MIS Off% ARMIEL IN ALC.WDANCE WITH SECTION 1426 OF THE-I)CNf. MCN11OM'D !'OlM A: PFW NLRr/ A4E CNGINCERWC A TESIMA; INC REPORTS %-!Wj 94--170 A 96. 130 AND C 4) WHIMINA rViCTRAIPw OF WO[Ir, w.:Mlw: :NA,L 6E a/R• 1/4' A-20 SCREWS USEO S1AAL.l RE 1 1/2• LONG MINwuo Q WSTRLIMIN TFSTYRL tie RTC REPORTS E2032 AT 0212A0 AS PPOIOCO,S TAS 701. foS-207 ANG ,AS-iO3 SHLULL, "VC,") CAW AND" MINIMUM IIW wMtl% MTN NO SIAFCC,O AS WELL At NDARDS IfSI LAD a $WM IA4M4A1 MP(Irf1 EQTII DI -09, AS PER 11L% MI: TAS. 20' AM' TAS 203 STANDARDS C 53 M .LSE T1M1 PRECAST STONE. OR OftCASI CO1K:RRF PANG S. STUCCO OR WOW BOARS RE FO,RO ON THE DWITA, 2 ALL ALUMINUM ELTAU51ONS- -n K 11663-te AUOy AND TEMPER JVNLESS OTHERMSE NOTE01 SET 4HEE: 2 WALL. 44CHORS SMALL BE IONIC Eft0LK;M TO 1111ACH IHL MAR, SIRKILIK KHOO SUCH PANUS. ANCIOPAGE SMALL RE AS IIEMIONEII IN C 1). C 21 AT C 4) 3 ALL OLUMPOM 9*11 VC741 USED AT C1.0501E5 SMALL INANE 3103-N14 ALLOY. 1:A AN;,,ORs S/ML1 RE INSTALLED FOLLOWING ALL OF THE AECOVIATNOATICItI AND '.MCLN ICA106 tM THE AmP000S AAANUrAcnAtEP NAYS STRUCTURAL OUALlrY STTfI. AsrV h653 CRADL x MINIMUM. [.-fw A ALL 51EEL SHEET MEIACLSO TION TFYl cA_vA16zE0 5llEl CESIGNANON W/FY. 565 tiI (ArTEPI rOlLE7)) 6 PANELS ANY ALSO Of INSTALILIM HORRONTAUT TOLLOWNG 44TALLATIOS DOAAS SINPNW ,VA SECTION S THROUCA, 10 (SMEM . IFIROUGH 64 COM M THAT HEADERS CD Ark SHALL Not ER 14- 11 5 ALL SCREWS TO K STAINLESS STEEL We OR 31e AST SERIES oR CORROSION RESISTANT COWED CJRMN 51EA AS PER v W/ FLO/aM &AIIIATAG CODE B R/ SO lA YIELD STRENGTH AND 90 W. 1ENSlI STI9ENCn1 A •1SVLL COMM R II SMALL BE TAE IEE9POM51eMrh OF THE 'BNrRWCi011 ID VEP1Ir 1H[ wVNONESs of Try CE1NCnI1R RI(Rr MRIrTER K TO KSEE _ SECTOR G3.3• ArtAOIC) TO INSUFK PPOPCR ANCHORAG[ ?In SHIJM SMALL CRAY OF ATTACHED I0 CCWRM. OtrlA OR ROOM 114" RAILO,NCS 6 BOBS TO BE ASTM A-307 CPALVAN12ED STCL. OR AISA 304 SERNS STAJWL:'', '•1,X w.I• ar w ,oM.WM YAr1O WAIT=. MO) EACH R94V.* 900114 PANLA. IR'H tLKIHS 0401 e'-6 T IPOUGM 12 4 AS PFR SECTIONIS, A, 6. 9 A try AMC ALIERMIAr(S fNr- - AW$4tol To WALL T'HAl w AS F0I0N1s 9w W IM CAa SHM% S. 6 A 12 RESPECINI'1'F, 5NWL 1W4[:Y�LA•tOIRLE AA PFACM0 :Aij MARPING NS�RlIC1TNG MIRROR OR TENAI+T TO SEVW PAK• S V Tt APPLICABLE WINFORCEI�O NT TAm-AF3 PrAtTarrs III" I WRPu 4F WAOT~ tAi 1.Q_LJIIPA: ev.,,L✓ '.D,r:NL•i If THE NSfAf LATPUN (4WIRN'ILw t XV T.rA ;,:A111M A„ SHUTTER rOW101 I fPGIIS W'I•I 10 IN C1N1 fwt1 I,• L. SHL TE iE� E !, C RI[AYPJ .. M,rl'S 1 M - 1/4'a 1APCDN AMC11t,M^, AS MANUII4I;+IU D' "R NIALl4t rrI'( iW� I'c•3192 ;: ::. TMi,' 6lRl(ANC 10 PRhI'CMv VPAD/BALK y141W'u1G"W[ - 1/4• a . 7/6 CA"' RS ANCHO. AS MANOPACtUREE' BA DEMRLE INC (MIN, I'c.30M III .! - I/4•0 A 3/4' SOUD-SET ANCHORS, ASRSI D*OAE:D ITT ALL PAA NE SCREW. 11010 SP(n iALCC Q STORM PANEL. WVAUMIUN 50%L COMI'ty w'f I +P[L% ,%LW'Attd N TH''S5. LIP.AMWi PLUS 16W BOW LRLDOG AND ZCW; kf GAALA90Oe. (VR N'4.,7000 Ru.) -AOVIDEW BY THE ANTSOIICRON w4M PERMIT .S MP1.4r TO - /la-W PAIQILTL' NFEMALE TO A PANELWTE PLUS AACFORS. AS MAIUFACTUNCD W ELC+O CONSTRIKCTkA Poiw,x:TS (Hh m 0 A'') 11 i.I INS PUMCT EVALYRTM DOCWENT (PE D) PKPAKEI b" TIWI I.AC,N, -N : ANCFAt AMC DFIr% NUT PIo0ME RArORMA1TON ^r.3 . 1/4'P ,.f tAP-fiW ANCHORS, AS MMIUFACIIARD Br TRV-FAST CORPORATTCIN (-: 3Avro PL,) „RI A SR[ SPECIFIC WAAMCT• ,.. WI'KWC TIIC SITE CUNF(RTWt, or,,Ar( r" I.E. , f :� III) :YIIRACTOP TV ILK K71)"SI9LE fop IRE SELECTION, PURCHASE ANC INSTALLATION rA[,I.It I I . 1•v 14 1Hr5 aROOI1CR Al YYOWIV !YI%: i,YENI L• TACfM ANMIIK Nf� P ,R „ O,IATd CON{•(Tt SHA4A OIL ` N-WITAIV fr"I EASED ON IW$ PFD PALVK,EG HL's,OL UOL3 NOT GMATT n*M THE COAEWTKOTs D(TAN(r, IT, '�„-,u•Cr,Intwl D AM PA "TE PLUS AND 1 ,/A- ION. CA TAP -OW ANCHOR% COefS'"UC1KIN fAEtY AT Orr 4 TIC CONrI6LCT(IR'$ qE^_-P' SAIR RY 42) CAIR-W A U)X-SC ANCHORS SMAII I41, CMKIVFIJ 1/6' "TrI Mr POURED CONKACID NO (ANXLWMi INTO W •IRS PWWSLfr LVA;.WIT.I)N LKK.U,ALNF WLt K GONSOCRED INVALID 1r MODIFIED SNCUA SIIAi RE I'ERMiT(3T I/a• 0-20 S(AIM LIS(E, 90UL tK , 1,12' LOAR, WR.IVUtt STNAO STUCCO EXIST. NO " 4aWLAI FOR IAAL- WAR, MJ STUCCO AND VAT 9r •RA(KU X1[WS OR A_ I-OWADEO SCREWS W/O WADE Id) SJlt )'tr-C -400J M I✓W4 K PREPARED BY A I'OMCA RMSTEPED F,"GRREP y. w,•. q.1 at, KCOME ITC BUT WITH MNG NUTS fMG1AECP OT RECORD (L.411I FOR IRE PRWECT AND WAG VU BF RL•iONSBL( FOR ME PAOPCR USE C n4f ►.E 0. tNGINEEA C7 RECORD, ACIiC A5 A OELMATEO rNSM4111 R TD N9 A31 N CASE TWA: PRECAST STOOK. PRECAST COIICRM PANELS. -1AYERS. ST=O oR wOOO 90ARLe. a "'N&AE. am r1M PE0 ENW-PAECR, SMALL StyAtT ru ILwa IAnt P rK SATE SPECIFIC DPMRYGS FOR gRvTW EX I WALL OR FLOOR, ,WC -ORS SMALL WALL OR K LONG F"OUGu To A W'W TK MOAN SIPLACT'J" dr-W :CAC" PANELS SIAtL K AS Mnrr.ONED W AI) AMD N A2) to) THIS PLC SIWi 1" rNE OA/[ AMC, CNIOOONL NA APO SOMITURE Of NNE IANF£S510NAL CW^EEW OF RECDRO IW PAIEPAREV IT i,M) IO LaSn.IL OONCJIF ttr gC,(`.,y_UEft1. AMY L:-99 1/4• A TAWCVN LHIORS AS MANUFACTURED UT I 1 W BIAILDrA, INC Ia SMyRA'll MANUF'ACIL+,YEP:S IAEtL AIWt fM rA:ATCD ')N A RADA wY579Lt lr3GATVN AT STORM Ca I a a A 7 W CUILW A1VCHgRS AS IAAN1)r I a I' -1 / /Y ACTIIR(D BN' OCA'AL RC /WI bop .A, ( r > Pohl SMUT" IN ACCORDANCE ROOM SEC'O" r )W 9 3 Ot I [Aro 4.4,IL.r"o 17'DE, UNE LABEL S+4A4L. Sir F wN' 1 i f. P A e .1", 'fIn"1 f: +S 'I F EMEBT' DPu F tA6E1 nG o DM 9 L 6 *RF I .. A sf A' DDLIo-5kT APCL+oR4. As EITITDeurEv '{)r Au POw'1 scP[W, 6a llr SPECIALTY CO X�-Cv+AA � e:m tYA I'u IB00 i.sJ.) P - L WJKUMIE FEANN.I Or AND PAWLMArE PLUS ALCNOAS AS TAMAJrA(AIR(I' ill f.LCO f•ONSITRAL-W,01 1NY5 OWRIPIIe 11•ALL dtY 91C OBELI To W V,U R (Iaoi r,.707, P .: 1N 1 11 11111«/till AA CwTAN 17LRMI14 W Tl'E STATE Of FLORIDA I ,/A a CF 1p-CfAP AAK•-ORS. AS IAAAUTALI,*)l) RI •Air-/A51 LOA(PUWUNW .. aat��ER!?I'...I,. D a) IW.wAUM EMKOIaQR a TAAICON AWCWdf%, Deco PAKLAMTEs AD cr rAP_:R�P ANC-00R. INTO IHI {: ,{•.AP '•�Cf,77,-�*:--'-"*-- '..I, ? FLORIOA BUILDING CODE 'NI h Veir,61y HH•11C( ' SICK: An lowA K i I)..?� .X11 Man ^` 'o GAGE GALVANIZED STEEL STORM PANEL '. ND. iM: AI, tir;.Y,"-S'-A.r '.tic a: No _ 1;r; ,•M,I[Rlulu[ml0'/n' ... ;. a_OLV LOW E P.TU iM '.-h / ....... ---_ ,TT .vNMr,I ♦ • i{' 'N:Al r') Ulf MN I ,' LOAKI INWLA 9gIJt UCC!i__tH . w,' JOF'.". I:.4..L:� W1'. •.' -IY . %Iq. Lail � / I �. cLoeAL PROTECTION PRODUCTS, LLC.1 INSTALLATION DETAIL-S _FQR RE kL R.-FAN J. j-) dE U INTO._iX1 tJQ SOURED CONCRETE- OR CONCRETE BLOCK STRUCTURES .,, MIa�RI `T[L SCICOW 6N ; CKHCA.L'I AMO,aIC •MT'7 1 %AgTM V1) CONT.ei ANcHcon 11Clu-1111 6 TIMPAONN e- - _.D CC,111% AAprxa t (YE. aG'(DItL ,7,. 1 "Jt ."49^JIL ON 4 Ex15TPAG POLAREp ,. 4 , wcLn 1 I.RpIXI, 1) r,,14,1,N0 POLAROID .,,I,y a 1,w)Ixal a :a+E srrc REJVIIKD. ^ ,. 1 I !!! tent - Fes' A4.1...... f en r -1. CCNCJNTT WEOuonD T I -' 1 MO_- , M ik rib'RNA. 1 _J/ + i ...:1 1 s� 11LM+ - ✓: ,'P- • as Pran _ _.a ass TIT �oi 1 a' 1 1TAW ( r- 1 1 +�^K. NVR(a 11 O ! a .Na1,:ro - 4) W I 3 Lx15nNa, rx .rPa'1 , P I L.0 0 I 13 - € -Intl w ITHOWIIIN , � 1 ' I - Cl). I :,i IIPA F I 1 ro oaa I U MI IP4PAE t I ", a1�IRTP 1 _ _I LA IAA�I.A-, . .,w 1 I e 'jrow Mw'1.. e I I� O RIIaI *KY' P I -A , , a[ ni4_J , ro.M i 4`1 y i 1 : I 1 r 1 1 :h 1 9 r"s. i IT`f I 1 , ",a -I . AYI . ' ) I ( a I 1 1 I p I 1 y I, I I, I 5 I 1 i 1 ) I I I 1 I 1 I `- I 1 I I _-•"` -r--" I I W , I Cam•. , I 1 I 1171 S 1 1 4Ri � ,11- ( I I t I 11� ale . I o; W *"- I I [1DwNsIM)e •AISIWr ."LORED 10 I A I 14k I I; .n. P.c I '� I t I . ! _ 1 1 �')rtAr'!I f I ',, ENWING Pam C I CgICNCIL DR i, ' •t I/y or "" `=� �i. COwCwp iNIA .. son awe 1 ' I CCON 91y't __a' .. _ ....__.. _I _ X '- cw4FRc1t eAIxA AEOu1Mrn , ,I ,M' at. t . REQUIRED, , 11010"a r114/ 11 'CIU E .WED I ~ , .- ,. 1 4 r .ra 3/1' - w TI.M I Sid } / Gw.�AT'P. AIW:HGAt MDIWMO-._.-..._-L I1 �T"o'"P") MA tlP /, 0 P M+ �ya•n-n aac®w[xr rr " •tTW Y4 I [..M w Cr1 CDXAI[rt ANA.ePj ,'O1cwEK INCANL1e 4, 1 .t a a' DII. C'a Riom wh..5 IV n a 6 1 ut AClowLt TN Is" IICNDIAL tee cw (wE 50i'vAI0 On, OI A. we (aE ti Of MIRt M A,ti)5 0 TIIRw" IY Swn" a n41pU0N 11 solm / tHAD"GH %I -r!'r'li 1 'II:�AR',A;G1r 1) WALL _00UMING CEILING AND FLOOR M0UNIING �MOUKTING ALTERNA L.951111k.xOU MOUNTINU SECTION i SECTION 2 SCALr 3/a. ;<h: 3, P.- ' 9C+4t 3/6•Y XAL .1:I-' } r a I , 1 E.D. - EDGE DISTANCE . ..0 I (SEE SCHEDULE ON -)- :,' e�u'AM'a., I :J sHLF(S e 6 9) I M Q4A1 I 1 I f I I 1.�w w"i[ i NDti_EO'4. LDs: I I kNDI1' 9AO I t . I) /7., HIM To k BOI7(A, MOUNTING ;AN BE 1 h+A I 1 LNw1 N,M, -3 L`t i; A T I r•,A COMBnAFG ,N ANT WAY to SL4r ANY I r 11. LL ,�P •�E /' h, I14srA.lA11pH F- `' +' FLORIDA BUILDING CODE. (rU h Yelxp NurT)ronI ZDM Ek,%1RX,•POVRID, r ACT ,, E,,Nc adT tojxW_ LTGPp., +Ar fp [.D *- ��901,/qC R Alt)RINB : � F � 20 GAGE b L RFD STEEL STORM PANEL pI11IA11 N` l9T 1.4"', aN .\ • * ..............--;;..IIMaTS / FI'A{A7fN R) �0 . �--..: / 'GLOBAL PROTECTION PRODUCTS, LLC.°A6/'y7N0 �CEILING UN7114G14�t4' :'•'' / A.._-10 INe MI6a a.. a, alienSEt7_nL • aawlNnelo eaP le n ssl,• •V K''w."!fWT�tl�•-YAM•1�y, W all w nIr•Ir IP:,ILM .516. rill[ Le64NRP-R7PT zD•'176 SCALE 36.1• ,lHeLim''"„ IAa1C/QNR C i TROW 1 IAw - _- �„� aRnaa ".. AµN , f1w, : l wa ,1•,NT ... - - _ ...__ 'i win A OI » L't41!t a. T.d t,! sl L'nTttlN ti1EP._ Kr,SSSQ,__7L4Ell7IJ&f 3 MA-TIE.RIIAL, CHARACTERISTICS AND SPECiFICATIONS: � Shai be strk- ly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E D ), drawing Nose-176. Anchor specifications shall be as Indicated on sheolS 1, 7 anti 21 of 26, c f Product Evaluation Document (P.E.D.), drawing No. 20-118. 7. LIMITATIONS AND CONDITIONS -OF USE; 7.1. ,;hall be strictly In compliance with General Notes No 1, 81hru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thtu 16, indicated on sleet 21 of 26 of Product Evaluation Document (P E.O.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and sealed by Walter A Tills, Jr , RE T2. 3oduct may be installed within HIGH VELOCITY HURRICANE 'ZONES as defir' A on section 182U.2 of the Florida Building Code. 7 3 ''roduct shall only be installed Into poured concrete, concrete block, and wo(x, frame stnx1uri:T; Prvd.ictEvaluation Report prepared by Walter A Tilld, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-OOD6719). ,`��p A�Ti(C%Tw, - ' V sF _. .ta"-- =mac'.'.- 44167 S �, .* :T`- ,�'"FS"S/ONAt �' ,'Or'e WAr L 0-1 TIL'eCO ADMON RECORDS f P. E. REPORT.20 L GLOBAL PHOI E,010N PNODUC I s, tLc U 20 GAUE GAt VAI,IZCD W LEE 51 DRM PANEV ORIA10 * '0.17e L REPORT 92D4nKO1 ­ / - TILLIT TESTING 6+ ENGINEERING COMPANY 'r..'':III I' I Id t I:'1. , nit6CA1(�fje0l,GOER I'ft )DU(.IT FO',11_ 11•4,-n(�lY1�FN1'QRi N.F.r o.Maa.rNL•4aL6F /L'- them W.*'.1W'1a REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Rimels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GIob"Fr odlon-Products, LLC 48DU S.W. 51 Street Davie, Florida 33314 1, PURPOSE_OEJVALVATION: This is Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Ptoducd Evaluation Report shall be subject to review and revision in case of a Building Code change that may atfwA its limitations and conditions 2. EVIDENCE SUBMITTED; Z,.'L Pf3000CTEVALUATIQN-QQOUMEN-T_(P,f•lD.): Drawing No. 20-17S, titled'24 GAGE GALVANIZED STEEL STORM PANEL", ,;noels 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit. Jr., P.E.: dated 07/2712020. This drawing is an inte%#I ffi ,(*/,f iiis Evaluation Report. ,.NN`�' TiJ :..kzi;%, . A-•`_,,, ENS, -!, i 4fr-111167 •;r' 11 + * : -_ STAIF GF ,,r ,yce.F10RtUPIiAV0 I %I 'it' loth %&Me Silite 3)5. Miami, Florida 33) 66 - Phone- (305') 871. 49(t3AC3o'l 1-1531 I"'$.......,'00 COMPONNT-�- FOR REGULAR &-_Le19.--$AFE'TY ST-- O,R.M PANELS lscAle - 15 I", (TOTAL WIDTH) - , . « ,. 12 SW' (EFFECIAK WTIM) [ 1 f 7SC" - . I, , 419U• - -I .I"In"' ,.3� - 1.00' I 11.1 _ _ W N. r11Nr. 9.'P- [ 11 c I1 . "1 • I ,mm 6LWt6. './ ' A ti J P F.CJMbTC JL/ . . _ ,, ASrW A. � ` ll -��} ,�`'M 1657' , Mxv :'1. \ I,r IR3iMCTt .I" r'• r % {� .-TIAU("G I' IS .w 6 I p 6,,t1, , A as �- / 6' ' C,-60 6Aaw EY.u„G , a Rill)• . ,0:' X. TYP 'V,� L' M . MI,) r 9.tlOQQoO z�D l� // ' NEYMED 'y '� d ,AMoI .L PAAA,Iu . T)EIAL A_T y ! ^L '-MEYArW ,/r ) e:DG( / /y G-so yMY E°oe A,I OCTAL L .' QETAtt a �A. \......•r......f 6% ` QrTAI 4 ��. . 1 - , , i � 1 sic'--1 i - 6 250" - "' - (D STORM PANEL (1A END WORM _PAL 2167' - ` 3. I +4rD nxr _ I I clop' 9.2�()' , 1W ?Ja•-'__' - - '�" Sall SEPN3 IW 14", ._ R O. 1- I '•1•' as STIAD Ala" In s.'", NAYH„ ' cA7 . .. 1u o9' trio, .isa•-{ f I �' r, ,- .;+ to. LE m W+c,t • `t' - - ) , I, I, 2 1 . Na­ ,", , 0.2000' •�4 DL 1 ' ryIKMMrT,), (- 1 I a%I ,-_....�. IS4ilE)`= VILV DETAIL A ( P 7 Oro" " ov" IIrIAA R, 0"", WP _ 5. U. fin. .. -, 50n,... :.1111L,( 11 r,'R,NEP B ENDS of PANEL'S FELV; w 1."tA ° EDDE O Who PLEADER 3� �IJ" HEADER `4) ANQLE � ANGLE WITH STUD 44 ANGLE WITH RE.YEBSE. - 1 VAVIi ME c(r l E_ 1 ,/IL a 7n• P._ 3.`.• •YP FOP EDCr _. Lit ' I. ' -s 1 - F I r - : :, t :."i `'f 1 6:L. S7 .lw. 771' A°,•' I, e' ,10tC F011 )�/�j\ 1 DWI I SAS' k,06Y 1i"^••- ^ „(1L'A1Tm AT i 1 t ll -R,125• i �' ^ 1 'It, H.hEI ibA)" , . W'7IA6.!,- ' OB4' •_ I G,,r��� yLy L�r� �L�r•t' (. M EQU _ d�T4.A - - 2.000' - - i•o) 1 ' ) d. _irl��T�LPFHER ICA!' (�) !C TRACK ANGLE © 318" "FIR TRACK 11 (7", FLATYPLARX 0,030 TAA CM4, --,x W� 3El -J1KM I:.A,Lv�A,NLkiV S'n.Ell - M-Y ♦IINI y� ANW,pH1A, T,Q/1f1A'"17r e Igo /j „ .,, :, . a �,/­) 1. ...1 ...... ��(Q� ',,�CENSF' `� 1YL1fI✓I, j I.- . x'19'M T'+L ,I ,=•36•a eJs'1 l ( hl,.J. i 11 37S'� : NU. A,11f,T - I Li. S'23=i " -- 's_ * R "R c R.0410A EUILDING CODE (HI VelocityHurr(LOne Zone I I -_ 1. 7-; -' 4M.1'- "'`' " t2' --- lie., '.^t'_ "'_ '. Put IN:"TO..� . E{](E of PNILL "s STATE : t = y•, ! IA 17AA 111LG AL t rl ' 20 GAGE GALVANIZED ";FL STORM PANEL �m 111, •.-- 2&X1 (�.rFam� l��y LtrT� \�J� !CE! HO►.E :' LS J,CC(;•.LD `C _ _ I _ p�T�� � FE" f -': A ) 1 A LEAREi /rTR -> " S :N, - - 1I. E C O , 6T:M/7YlP iClt>BAL PROTECTION PRODUCTS, LLC ,y-L_.. • C Xl /4N -T 44 - '.MU, '4 - 1 '': � • C6MPAMY 1 MrW S W ST STORE, Door. n 3"" I i 1 1',,2'WX7 FSNt)jlillUY ANGLE Mn WM , fA R/ AC4R1R1M d .. TAP - ..N4... AAIMI - IR111n , - PINw woc; wI )dw-754a FA I1L.NN-nn I 20- 17e -.__ s , .. ,1k •'M, .,. SIFF, Y `.__ _ __ __ - -.�.. - ._._--.� , -- - - %f i.AINlP'MLTAIL . 1s'M1'R M!I1 A 1,11 1 F L r +.1.-r.R rw. t T-1� -. - )-�11'1__. 'ZIT--T�_ T__ T�-, bowl ) O, 14 INSTALLATION _PE NIA LS FQR_-- R-EG- LAR. PA-NEIm.5_J--& J END � S (?A{V- FOR INSTutAT1C IN POt1REQ� I INTQ_EXISTING_ POU-REQ CONCRETE OR CONCRET"-L0CK._STRUOTURES t/JA��(3 [►3p ry���� �(� �`�[�� /►1n [ ' L�Ir►(` �r/�[)�� ��)[1 �y�T��� ,µA-6. ON RA.,C,w1E R1VLL O OOIIGE>< A„�,QI.a AI/�I �v. •»�.If/�,•.L.aI/lrLJ7iA-_trlt_E.11E1l L.[.1_iT! 91_Jw�_fa. I-E�J!Y__.?CL.4C1�. Pri.Yilrn._at.E-`Adii MIRE scm Ltz OR a w-cm IS(r a.(a (rfi ' NbINn ,��1• &"* xlKanc oN s ar e A a, i,otn a N••Ixr . \ _ r P� 1 MV ' - At A --t-- L - NPOc f �R��. � ! I & d { -_ I ) -.x3r. TI 1' 4e, aSAPI p v.'' AA ^I.f l 1 u6/1/AG PR1Mp 1 [ C.O. (A . 1' to fAi�SSir 11 : P11� m roll I a.- , .. 1 I f u I 1 I rod h IL-�-�, R�1 .. .' - ) I ii ,� 'I..�- H .�� ...�..-.-��,. �� fa 1 1 I 1 Ek,� rR�'.�{;R, • 1rr � r r u � �A. , R . i IV' E C'i4R I t 1; �. .re II 11 I �,F °A` -1 - _ r ! - 11yi " (-,?,Mr.""TAm- I I. II,' �� I hit -'' (, Yl O1 I I,,,I t 'w I,'I, 11, I, r/ •' � � J I I s I ' CASE A.1P.Leti1 ; a1A, ­-4--- w` I w . -w w . I A� I . I. B C1 SCR,, I .. w..r. - I wwr I 1}I' �i f�.Cc � �n� �u� , � �y I _�� �I. lu ;Z - ! ! E! - ,.. - �L .T/1.iE..-1,1 i1' ,A R(?kr ri m. (i, i I 'lie r' • a d ' ran �W� ma :,o 1 I :� I - o %1 A� . I I T. 11 CA:, w"- b wI OT I�ni• ' )n 1 a N t; i 11 ', _ c+�AAw 1 n . - •. r ' ,P RA.a1 I ! I e I r. iN.rU• I I , i' ::- _PMVwA 1 L--- /�-. >/•vl• 7 3 I TV(w-'N IF I I i ! IRM i i Ott w"�aW 1 - II 1 1 J I I'� 'n• - - I I IIR TAP „ ... ,AN, c01R',I 'L am 1 t4�. rI�Q(• /�I /�� �L1� ill,: I61nLn 1 Y L'.0 y I f ArG111E1►•.IIaI•I.NL'+#h1 C•�,�(• ry1 (py ♦I�� RA ay+ , I f Ei R� OAS,, d"• t i,=,, 1ISCALi IJ,i'T H I •YaRLA,_,.M' . , ,," TJCOMCR[I1. BLOCK -fRMRmry a,IIX - �w19O4f IIww %.1 P(LR7PEa L/r• ire : ��I/a'N.i/'I Y»' IWw .r - �: Rw rill .•., ,.1 „U( aaLRili'R R RrAar1. !� .P •.nw• I A 4 AnP a A' n I CaWAr NR. 1P. env, 1= ,+wail, . -.,.,.IN aR PAw,w•a........ L ._.... .. .. ---- 9 1 .-,3/ AILL ID AIO ANTI wTt L'o1 all A.IC•10114 "-I' -- N RPP I� wr. am . I s I )a w CA TAP OMIW 4 i IWFIWaoO 1 h IT;L lIOH[OUIr DW .----._.�--...,..._� _ ri stWEa III IN sAans a rl,RolA.' 4: : s' atTE / r H T� _•(.,•,....q'��"`T'T.r^^. N 7 + " c bnff -1 5 SiG SURF 3/N- I sGIL Sib -,Lill Pcoo 9MIIA, R1p1 w �.. 1 ,'Iw RdlMl I - . I L PIi A)' P WV' I' TRW[ T VAOES • 1/0' E.D rINIE DISTANCE ,`1 """' wo. AL M TUR( OR 1 ON ' C9 CASE F (pLAN1 oowG&%-$I c,: I ,NOfiO NAIL f1De " • , + "r E & 9) ; -- s.'.M.E 3/16.1• I _(� //e rDDST.,c"1D W I• WIDE • VARCS . ,/Ir -� A71 , J NOTt rOP AOY� J V -5 IDh S TUBE OW 1' 4AAI[S, PUTC SPWCEP i TOP 8 BOTTOM MOUNTINGS CAN 9C • • W AN., I ,CI COMBY:ED IN ANY WAY TO SUII ANY CASE E (PLANT Y .. 1) OIIAIanf ,Wrr.c.,t '.NSTALLATION. %GALE •[/T6.1' isa-.ESM,I rw NQ1S a IIRNr..rA• R) - ✓ `.� '. _- [k15 cNc PaMlsl 'I�.,, , .. xr�-o `' E A/ '+y FLORIDA BUILDING CODE Hi h YLlal9k Hurwlwnn Zar,el. �Palvin ,AA10.', - COMICADE aPr. "-•'-'-'•I "-.. •^ •'••---•• lit-. T.., Y. I.LIE{1) 9r�,.... Rw eM]AAr T',Nc. REc aIRIo eealN ;RPA"',.I r,.,+ ° _"` s *. NO 44lEIT -.', _ _' _ . 20 GAG( GAIVAM UD STEEL Stl1(si PANEL ..;I,., M) DQ+ R w N;I )r� A6If iailQ X 1i s OF` �r ;- 1-- ' GL46AL PROTECTION PRODUCTS. LLC. '„: 'J" DETN FOR SPACERS RECyUIREQ�)__IOF. Q8 ' �'p'• A A�,I r , + IL C D E-iEc� i w a, IIII. @ TTOY TRAC bQJ/►CENT Tl?_SIU �fQOfz s+., •r°'. * , ''°' ; Its"m T EwINaRWe QaI. " ' '. Q ®ANDS (Cn.. i11­11 ... ''• ✓I +.. � r, .. W Aftw* !!!mv I m,w(.. _ W. t»MIARL. Al rM'.wel-L,Y, �20-17ti .- "1 /! At-4'- ALIMN,U,w,JTu,( - TA-obbolll Iw. _,ter .. -- -t c. ,., Ae 1. w . A.+«c ' "I MF ITT ay1t1M A AM.f: w1a/1 I �. '«'-1•.�'2 2 --� i I,Rr- ----..._-. - --- - ---.. I m r' I'fu,?I IL I..I L 1'.ea,1.l.A1IQZ12&WRT-�10. ;il)-.0727,02 UI_TEB_T'REPOR M Large missile Impact toad tests wei a performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code- Uniform static loads as per Section 1709.8.3, per ASTM E-330 Ttist reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R Mahner. P.E , Soriz Moroi. P.E. and Henry Hattem, P.E. and Report No. U219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23. 2010, signed and sealed by Ju3o E. Gonzalez, P E Tensile test repurt No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, II as per ASTM E-B and Tensile Test as pet 00 Metallurgical Report No. 1OKM-1318„ dated December 1, 2010 signed and sealed by Jerry Ja(;IrXano, P.E as per ASTNI E-8. . 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs EI wind load, as well as maximum anchor spacing vs. design wlyd load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P-E, I Mi ME-IMP_ACTRFA11TANCE: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 4.-WIND. LOAU _RESRTANCE; 24 Gage Galvanised Steel Storm Panel has been ver)(ied to sustain wind pressures. Maximum panel length shall but as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Prci duct Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a nun -porous storm shutter assembly, as per SSTD 12-99 Standard .... :•7!OpT • ��cr fo,rF :!� .?' ' J ) j, Tt : it { �fi' •,I�OR10r * 'Ss/ONA.LE N 'fJINNRnImILL 1 I: E V I11y UATION KXE!ORt T-tlSL _10-4717JL2 T 5. INSTALLATION: Installation shall be perfortived strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 16 of Pruduot Evaluation Document (P,E,D.), drawling No. 20-175 Minimum separation to glass shall be as indicated on sheets 3, 6 13. 14, 15. 16 and 18 of IS, of Product Evaluation Document (P.E-D.), drawing No_ 20-175. 6. MATERIAL CH.ARACTEW71G.$_.AKQSP _I_FICATIONS. Shall be strictly in accordance with General Notes and Components indicated on shoot 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Atichur specifications shall he as Indicated on sheet 1 of 18, of Product Evaluation Document (P. E.D.), drawing No. 20-175, 7. I. N1TATIQ[11.LLAWCQNA 0ITiQN .Q.E_S,l= 7,1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P E.D.), drawing No 20-175 prepared by Tilleco. Inc. and signed and sealed by Walter A. Tillit, Jr P E 7.2. Product shall not be Installod within HiGH VELOCITY HURRICANE ZONES as defined en section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167,), President of Tllteco. Inc. (Florida CA-0006719). '*.%-'y10ENs, ` ✓, I'- :�: f4T 7 �.�lg 8 wATU i �T�-$���pp�*�pp �p�� •• � U I III T P.CO AWAON RECORDS I P, E. REPORT.201 OL09AL PRO' eelON PRODOCtS. LI 1 CULVA.VIIE08TFEI rCRMPN1Et10RWO.r20-rT61REPORTY20{r777.(__CC%%(,.••.�*,[ RIDAA• ��4 - FrI:. . , .. ..,:I'. 1/4. 2/4. 3/4. 4/4. 5/5, 7/5, 1*IW/10, 2W/10, 3w/10. 4w/10, 6/5 SW/10, SW/'1 k 7W/11 -1 4��.n .... 'II 4KC -DR! • ]R CONCRETE. SE[ k•l ILtLC ON 'SALE'- D A R S' MAX ,• .. i tCIR WOOD SC( SECTA'`4- ON '11TILTS 16 W 11 1• WIN - cI n a a l r . 2 .171(A +(Lq. 1.. W 041(j).rh 01 C` - . ... iI „ , , .... . I I I I Li!� II. '. I ., . I �` . I . ; ; 1 I I ( I �V I - - �l1NBOLI'm PANELS "`T txxTEo Pirg15 Y// )/41-20A 1' 'NS AS . 1 : S.S. MS. acty W/ 7/e• IT 3/32, APR.1( �i.1 ' MNDNUIS a EA. OVERl6AP (SLE SLCTNP.S AS APPUCABIE) r I 1 e II I : I I O.M.. 4/ (4§8.(4�+ 4/ rt,1�1 p - - a + ^+ , I� 3' I' - I 114, 2/4, 3/4, 4/4. 5/5. 7/5. - I. � -' 1W/10. 2W/10, 3W/10. 4W/10, I. SW/10, 6W/I1 & 7W/11 ANCIrw4 IO11 CONCRETE S[I SCHF(XrtK ON & WCIS e t 1 _ ring .000 Srr Srr TVMS ON SHIEr 10 a 11 REGULAR�STORM PANELS A dt 1A _E.f,EVAT.IQR N.T.S 2 67' cm OA wT IR p .1 CIf MAUrr, -�,.s+arc.... ` _ 1/4• It,,Nr- - - - -- kw GM IQ, FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone .2m rArzOd. W 20 GAGE GALVANIZED STEEL STORM PANEL oRw IN -'tbI- -' GLOBAL PROTECTION PRODUCTS, LLC. L' am/,,' .Aao as 6, Stow rRLrT ♦ _ �t]WIO at AI►ANY IMK, R AJ,. - "v .. ww w. all INAW L w ,a,w NoTw (RLyeM-tics FAA (MM;w-.»7 20-176 ,tom I -a. . ... OM)In_IW ARMIR - :A-rdcw'Ia wA• Iwo G 7---ARNIC Ar g10, A '1 P.l _ eRrl 1 M ill )' M.1 r - - Virtual e I STALL ATIQN RETAILS FOR REGULAR PANELS i 1 & I.-LQ-E 1XA I -Q POIJREO CONCRETE OR CONCRETE BLOCK STRUCTURE5 Plans Review co AMCIIONS FOR Da,DR'nE sa sCI,EIh/LE ON 4KLT , for compliance witl tom[ u' vQtN1E IE FOR IADoo SEE SECTION'S ON SWr 12 y -OR CDNCIKTL BLDCA _tM CONCRE[E&aCHrDUl d OR COMMIT SLID, , .., 2.67' 3_ LIMA. b Debr A RCD CONAVETC D COINCAET[ 1ED CONE.% REQUIRED LOACRFrt ANC,.TNT RfUt110" *I.OUTRF0 Va.. K ..r..OAa M. (MN meAl .1 L.Ku "lLE1') " - _ �/ 1, x 2 READ s,fET »�Re � farF 34SKWLt u - - p M _ (- WR Iw;nT SHIRT v) ' 4. 9) . ' ,,_-_SVi 0 W;I_ ;_..O; _ , --- - -. --- 1 , r 1 I , I I '.."� 17 �CJ-.i __. IC I i I 1 , L.i MAR '- .t, ; � I ���I � I ,.'.. sari � _ ., -. : _q _ ., 1jpZ�r _ ( -- 4 MMG'WT,�O[VAP, I ' - r �I i i Y� rI w :_. 7aI* F T O w+ffo.LF�aN 1 w + M i' mow , • r Y w W . . . ' F i ' T, " t A rw rip 1 �w'a O fEnR _ till ii I Not 1 p'.-)0.,' ' ,� !.,,.,..�., ,/Al ta,' 1 O IO/A'A-]PI' ) Ili ! I t I J� aL ,;f'a ./ •i ISL F w/ a ,SL RDITS W/ O , 1aTA'P . 3/33' III P7 ,7ny1 3/FL' IM • I � I�f NtY I -i , , WT R Ub•: :"x Nz, a t ,M 1 e,r , • UE11 , I I : 1� IaWr A X � 1 1 I . I I rt{ 1 I __ toll.. I A I 501t O i �- .1 L.,-. _-. ._`. -- 1 10 IIR/U, 1IV1I MA.I- 1,4An SOS .4-1 �. � 0r -I• a.Fi-- .-: 3• 61- D.Y.,®.4 -I aO vo/D Mv. 4� Ili l' 1, -L , f'i MAI i ,. ) (� IAAk O - MN I aap1, _ AIMUMOR` F[At C(Wf.Ri'I SCr sCN(DLL[ u,N I.H[F' 1 _ f1,.'Z.". (. ., f': FOR WOW sit SECTIONS CM .•'Eft ,^ E ILA 99999"T. Marc i tD � t,u .a rewy , $E,QJj 1� STORY PANELS Lt 1 h ELEVATION .v 11 R R' I < 3/32•"'1 ,: r - 1 : k i P"' ' {I , -. - C -'.- 1/4- MAX. DAP I „ I SOD' , 2.6Y + , . IL I I (MN ,7,TXM_• 1 Wm r VNLE'11 ,- M"1 W/ 7/e's/32' Mn•.c .... -p33 - 1!4 r • u 1/2 o c CONCRETE a wRS V -' ��,�� 1� 1/YItQILC ON _ . - f11 COM.N11f ANCHORS pIACGCRIG ISO Sere l ON P1(n a1 T .' 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A STOP BAR PlImi,iii OR, ii USER , ,g foiscog At wriow. 646 -Ajlq�,`, 9 SHAU RE PROVIDED AT '11;* Of SI O,A%iiS s�,Ikt of in"NEII W/ 1/4's-20,3/4 S ill/ ?/",3/S;- P' ��Ii� "LIT 09 ,,,...- 03 VdI, *i,,VVR%CREW INTO JAPPM QMfX1_LvI il+; (5) IF ENO PAWLS 441; CONNECTED To 5Q"C4M Ifl,kt!k, C(:NNI SrUJUL ��ONSISI or Di SILIKED ON NIIL r,3t liEttVI tj`4`6-100/4' NIS, Poll 7/6'fT3/32' ,AIMS NJ1 OR 1/4'll,IJI Aim T­,1IL9';'4Nfix INTO TAPPED Boroom MCIK LOCATION of IOLSTENW MAY iff AT 61TO .Hrr �.Lr rW (3�, TC'k Cittil,% TITI101 iNt PAMOIS ARE USE ,,OkWYL1 11i JP' tUNti - � S" BAR EXTERIOR FLAT I'LAINGIS OF END PANEL 'IrTIINI loi,11 LNI1 FANJTl�j ARE NOT COOPPITECTED 10 MT104 TIRKMI 1, At A) It CA5V Ott; END PANEL.,. ARE I Cof;li TO ROTI(H, IAULI 6A, A MOP am P1 STWI 5f PTIIIINIAI� tT TIP 0I �wj�:H PANELS v (4� FU "INS7ALA11UHIS WHEN �'IOI I'ltNItiti AW SOME NIL40A PAALft.'t, INE ZOPIEI I OTT, UT.,41 Ir A.11=1"I PANELS SHA,I BE CCAthE.�:rOJO 40110M FRI miCiw rro IO E;04151w, ES, LANE 04101op PANEL vw, vt Pixt ,� (3) ABOVE IN SUCK CAST, Willi III Oil PAPAL' I - %:- ^ . IN 41 � ,=. 7 . ATTz' IT) w7lowt IRAI-K WAY rxwR At ON PANEL WCAFOW III One LOI L ,�o r IONS OOTTOM TWA To WALL W/ IVIC, PANFJUWITII� I, LCWI V NOO SHOWN AN FrIA FIC410 I440 W/ IT, I T If (5) SEE SECTION t'. 3 & 4 ON V 4 - 21 SFT ITCHOk SCONE111I ON WET 2.). III Foot ('01TAtilt FOLT 416 AZ,L IN-Irkiloil PRAY. I I', , TO/ , t, I 001:5 , , , "A0010014440 NOt III ;Q ft C(AiNli 'r., ill 11" I M I , I � , SMALL it, wsii,oNLix, I : _!4 �;7% II OTTFI Pr­fph If, I� 11I`� err a Sti.nF ZION ITAINII.) HOYE xx,!N� � Tic . , SUCH THAT ADjAC00 PANT LL �: � r t - , " � � ,A,;�-, %ilZ,ENSipr`-!l� �LORIDA SUILDING CODE (High Ili HwHcone Z"o � - . "' - ' I - � Tit,, 4� 167 -I.. 1-100 rt,rlo. OI 20 GAGE G�ALVANEZEO STEEL STORM PAI , ,.:� is .- � 11 -- ____ I I � 3 Sr . A . - . __ _____._______ .- 471A I" Ik lillAl nr er .21 � I GLOBAL PROTECTION PRODUCTSO LLCJ "', . .� " IILIECOI"c J � I . n * 4- - 11 INY ITIJ Tinim , �,-`,, 'r, D I: In" ... ­�_�_ .� 20-176 .... . , . I ,,, III � , , I '. . . , ". I 11"n 4p itill, ". rl�_-2 Anil PINT, VIM— ­ I Im")"s-ttern, I '111I il I 1.1­1- ­ i-1, .", I � . I- I , I I il1&�T.,x..vmf/TTtTT - &A-40i !!2.�-1 ... I. . nI '" . TI ,,, PC - I . ! .. .... 11 . �'.��!II 7 1 _= _7� i "Itts' 11i I " = - - - . - -A--.,— _ __________,___.______________ .1 . - .----. ____ - -1-1--] INSTALLATIQN PEI IINS FOR OeTION #2 FOR L!FE--!SAF.El",Y,.�LMR-4-2ANEL--$Y,UEM I ­INTQ CX1$TINQ P.QMRED---C-QNC.R,ET�-.QR.-CQNCRETF %,Q.Q_K _5T.R.V_C1VM 111- I , '. I`; N,Otlxtt.b CC�,,I i .ICLIIHD CONCINT-TY 0, C0141im BVITR CA CONCRIER QLOCIO p PEOU"NED f �.:�,, I .Eouk" C A _: 11 _- 9 � I � - I` , - i .. W.. ::�; . [ - � . , I I, I I , EA.OI , I � - - = - t=: I I � tt=� 2",= � I TOI ! LLL I ��� f _� , r;11 T -1 J I I � I I � - mi'mutwx OTT � . I N. ,I,-- " � � tst � I I -1, Q; � N� � , Imc- - i 1. I I I I I � "Ill I � - � � I 0 OLAT,ii NITY" ,.� � � 10211I � 1 1 � � I I �, III : I I 1.11 � . I " � I � m " ,il!� I,I,r, I , . I � � : I i I : h I I I I I I I I I t ;I A i I ,. ; I I I I -um* 1 � I p7 �- - I ; � � IIII I [WIT PI , -I W/ 1�­�'# PAhk1WTf iI TO/ i I "I'll ' 044 "I'r *I "a 3/"' "W ,out "I . . ,/-* OC iirfow) POUP" IrOWtRM ukfo eltwckLlt It's Ipw1m, II „ _1.. `11I TifiI I I ­ ` rJI�'qK C PI HQEJN0Nk_M.1A1AATJQN WALL JAQUH13N:Q_JR51AW1Dh 5igifg"A SECTION 58 0 REQUIPAR ?Ahu 0-11H.-WErt-PANU ".A.Z 3,16,1..".01I .... !Ni "ICIIi .i"p--'I- ....__...__..._­­..1._. ­-I.- /4% :41 ittf(I I, A 21 1 � V­ 1.1 ."I . 0#100" rm -UPA'- - P$AmAvn .1 P nt" WALLING - ,,ixi vNit lI "I " r-It CWH,, r H't .wAll I I. 14111 " --;Ns" �- I.) � I . I --- 3 y7 �Hll, I , , I 1. 1 ;Ils;;x mits, 0.4 3 V.krIAT tatiti ­-­T' IINTI 0 "c"mwt ADAK LIN, On umm WSW fil Ad FOOD$" FACTOft FOR THIS �Tiivtxll III K PORI on at , I 'er - "' - wl"CAV, O"Al'" LISPIC FICTUP SHI .71 3 %rr . - N !,EV6 l� W*W,km SONICIP10 NOTAW . I Oo 'm " ticl, "NOt011, "Pt OIL 1.3 S001,1I r __ __.- t Ott- . I � :-, "I"t _'EII .I ��.% ?*� ... ��, ` ,,,,� .. � . No, 44167 - FLORIDA BUILDING CODE (Nolgh Velocity Nurrlcons ZOTHII - , : . 1 STATE X �-Q� - Now -.%wW. sic I ?n Glim CALVANIZIED Sjf[t STORM PANI L.I m , 11 0'i� - � - : iv-��)�i_ "ItORI, ._ " - - __­­________.___.____.. - ,GLOBAL PROTECTION PRODUCTS. C 11LIECO.., I LL .1 "' / O"m ,,-,,, , � i6NAC w - ,,1-iHP.-,;,, A I -M ILW & 'f,wl Iu­.;ij-.,TI7weT114n;_.z� MJ- R. I "W `X"�,Aos—, - " "IIII.O.Ot % '. " ­ . . I, - - !", "loc. (sotilemiI TAX, - t!WL& t.m.. Iizlkok� = I:;1. 20-1715 1 - - l - - - - - - I 1. .1 � C. WWII ft.1 - I AP. - I a%*" ft - 1, MAJIM1IOMALIPAR - I I- ­ It. . -� � 11 11 . I Ih i I I ___ - 1- - I * "-.-..7 ........ 1..�__.La4Tzz: , oENEWL. bm=LvAup E 7 H" 5,ILIPM pAaLL_SyvE:m 1 i F 14,04C $%'Lipm I "! •, , TRIT ,I, I . VIENT fp E.0 I PAS BEEN VERIFIED FOR COIATILANCE 'N I -1 1111v�Tfl 110"I t-f TAPI%LON AM(IiCRS AI I-NINELMATE FIEW." TO * RAINELMATE V,tT3 ON'110 DONCAM L:1I:UcIL,ff,F ,, , WITH �2, . � I A*h LDO',., �HL lv�I;tki,i iI CODE. 'ttklfflikt, i'! 1 Y ,'A, II[ I I'?, . III '!1,4 011141 11-141", 511OLL Eij Ut'!IOIII AS VtO AITIUN 1670CW II AaO14 OtENTIONEI) CODE, III 41 N NI Mi 4 E1JRtDLAFN? C; 1/4'0 X 7/6' CA" IN OOLL NCRII, 5,ALE Of IS I/r ONTO Oycw VE � 4' A III prr�� As proviod (; 1l'-SjU;T,I4XII0 WI THESE SMOTE*$ WILL 15IT INSIA-LI'l' ML; II 14� FIMOFOMENI OTTO AI '1003H MATIERW SfiATI Itt. PtAii L 01 A ELK r7i,�WJTY FACTOR K11-0.85, 6 INC ASCL 7M IS AND SMALL NOT EXUE1V THE MAXIMUM (AS O I 1,4` OI �5 SIDEVIALK OC973 USED IiMAOL RE 4CM LNCUQA�SP401.it�; ANY fiftrli�I MATEIi CASTI JU DESIGN P%(SSU*t RATIMEPS INDICATED ON S14WM 25 a 26. E"1111112L -1/4" INTO ANC,W)R5 N ORDER 740 `tWY THE WWI CORTID"Ki"I'L L&ITIAXTIE DMN I'M LOADS DIFTERM116NIED PER ASU 1-4 S14i K FOW 1414". C 0 I'D A.SO. DES" WINEO LOADS NY WJLnKNVC THEM fff 0 5 N ORDER TO It 3) Ili, cllv HAI FlOulI IT t�i`l HNTI�A,-11 DINCIIIE-1 PANI BE O'Cli ON 114E C1311ING WALL. Tw) CO~[ THESE W/ MAX. 43,0 X3GII PRESSURE RATRIDS NOWATEI) 014 SHEETS 45 dr 24. .0+10I SI�JA V LOING ENOVGPI tI HACH THE MI SIR6K.%Qf Of4lilt, Si,x4, P.NFI., .NCt"AL,F , IIHAI� W A. iA'NT1ITN0 ITT p sP ,OIL' III a.:I�� I' ORDER TO VIANTY THAI TOMPIC10i AMU ONCY10111 ON III ('to AS TENICID WJIIE NOT (AI STRESM, A 33X INCREAM , ALLOWAAf STRES3 OCR MNU LOADS PAN Boa VSEO I" TN Mlky'.-S FASTENERS SPAC,NG 10 WOOD HAS BEEN ?E41,114"Cli IN Arcolim'"Cit WO" ONLI In's tC� "$�III:R% ,kilHAIU. a NSHJ,LC0 FoLL(ATINHU OLI Cif 7Mt qfC(TOPOLNUATHA' A,hl -,PL,L,,PICAIiON� L# -HE AjjCHoRS MA, NUO04" LITER, I 'TOW PALI f 4DEOVACY to* NAPA"I AND ylllictw. RrWANI 14OTS Brim v5pill'150 N A!_e1OROAA1i Wirt, UCTION 1926 OF I r,,F ABOVE mNT*WD cW As Ort, 0`040111RAI TWINC LASMIOW, N( REPLwl 1 2031, As PROTOPI TAS-201L I' I SIi IlE T,if RESP01I "ir THE CONTRAI TO VERIFY THESOOLONCINI Or TW STOUC"f WHERE SPOPLITTER I OAS-202 AND TAS-203, S (O OF A,FrACHED TO INSOPT MVFA ANCHOOLINI INS SHUT" SHALI 43140 RE ATTACHED TO CONCRETE, Doi ­6 �YVCV 44 BEEN DEli 71) N ONSTALLEO ON ?`4 OMTOE Or THE W,Niw. AI lot QftNm rimoom THE OR Wom rkkmE st"Wl$ � I. */0"llot LIST! QOT A IAPMQ Vill Lim 046 APP1,0CATTlow A VA40 00i ONSIALIATiON ts Rink"m M BE PERFORMED, 12 THE IkStAUATiON CONTRACT" IS TO SfAL/CAl,i(K ALL �IlIAMTEP COMPONI rDG(S .I RIMINI IN TOLiNITTIMIDUS FL,M THE SlDf OF STRI (�W`ACT '"TH THE OU'LO'K IT:' PN�V`Etlit LIANCEORILN NFOLISION CNINK AND SLOOLL SWrrT1P tRACKPI Ai AAOUW ;QL, Jmi I I $fh1k", IWO INIIIALLATION I. AI AftJ 10 S'Nthj MIC DWENLE III SIVII WOTIOCANS WHrN INSTALLiATIOlh �, W*Unolf�l f* di. PERFORMED FRI THE POSCIL Of STRUCII)RE 11 Spool, ""`Il� 1`1-11'AtIlHt"I � � "ITS EIKOING PLM ANY OL'"Oe"I ANS "ONNE' � M ' ' Al[" 'PECS "No"I IN REM"U01471 PTII I, ,t.)l41:,ii )k A,,tRI. IYEI'MiT IS APPLIED TO, 4 SFI :`OW iNS;kLA7Ti A, AjI,,te_Am To siloca AND DOUBLE Humn AND ,,oRqoN1Aj SIoTII STYLE wwOoWj W.4ch INSIAI 11; REQUIRED T�, Of R FT, IrOIII _ OF STRuCIvRE �Ept�!) It �HT ,NSrq 14 ATftM WONOCONS, ANLI COORS, -W- E - .' 1-Ill; ,11AIA 1`04t 5'YS1FU- 13 MUM ODOM 51 41. ALUMINIUM FmLrsoqs TO BE 6W I* ALLOY TITO Irsipm. (UNLESS' OTNEPTAtSE NOTED) is, (q) THIS PACCOrcr CyALUAM% DOCUMENT (PIED) PREPARED ON THIS ENGTOTErk I. GENERIC AND DOES NOT PROW � NFORWAIJON FOR A $IFE SPECIFIC PROIJECT; it WHERE IME SITE CONDITIONS pipl4I FROM THE PII . B. Aii AIUMINUM SHEET' II USED AT CICTSUL'i 51HALL HOIA 31105-IT114 ALLOY. it') _ COMMQCOOR , 0 BE RESPO5'ITBLL TOP THE SLUECT11TON PURCHASE AND INSrAILATION 44CLILNANG LIFIE SAFETY OF ' ALL SICE1 llllfLl iii POI NFLS tl'Al; -0,14 IIIYIiI 711RA, ;0LAI�, %Tt(L, ASTU A S53 COUP-, 5-0 0.1, GALIPAMI SILtIL TOM P*COLJCT BASED ON THIS 0 ED PQtMDCD lifi'SPOL III 140T DE,AATL IRON jHj COM:qTjC,NS OtINLE0 ON VfSK-NATION WI 58.5 kil, (OIFILR ROUAJE,)} THEOMMENT Coff"LICTION SAFTEITY AT SITE I$ THE CONT14AC7OP'S WSIPENSOUITY. I Ali SCRM TO W STAINLESS STEEL 304 OR 316 TI SERIES ON COOPROSION RESISTANT CLATU CARBON STEEL AS PER NA, c) IM PRCEJUCI EVALLATION DOCUMENT WoLL BE COONSWRIED HNAUD OF MWF*O. 50018 W/ 50 Tim. YIELD STRENGTH &RO Pon POW IENSAUE SIRSti & STALI COMPLY W/ FLORIDA 11011,014C CODE SECT11001 2411-3,14 (d) SITE' SPECPTC PROJECTS WALL BE PKIPAIRIED By A, FLORIDA REGISItIllED 00NEER OR ARCIIIIECT ill"CH Iii $1 8CtTS TO K AI A-307 rAVAI STEEL, COR AO%I 304 SERIES S1N1NLE$S STEEL IN-711 36 III MINIMUM YOCUD SWNI BECOME t"t FLOGINFER OF P OFF RECORD (%O.ft) MR THE PROACIT AND WITIO WILL BE ITESPOINSIBLE OOR THE PHOFF LIST CIF INC OLD FPOONIE 0, Ott RD. ACTING AS A DELEGATED DOMM TO THE III D ENIANIFFIR, SKAI j 10 ANICHORS III *Aki "­t!. E� AS FC[IL1010tit SUMMIT TO FII LATTER THE SOTS $pirvir. DPAWP= FOR REV" I f A) 1Q_fAC_TA.,f1I - �Kft (OT) NIS Ii SMALL BEAR TPIfE DATE AND Okltdlil iu VA� V4, �'.iAU &JRE Cir TOif P11011 ­, "'I't"t. ., N 1. - 0 TA,UN ANCHORS AS MANAMITACTUALO BY IIW EABLDEX, IND (MIN f'..3192 ,I AECOM TINT PRLI�AM OF - -/Il' - It 7/6' CALIF-M ANICHORS, AS UMLWACnWO BY DEWALT INC (MM f-t-3000 p.a.i) '6 'qtORW PANEL MANUFACTURER'S I.-SEL SKAILI BE LOCATED 04 01 REAE21,Y VISI LOCATION AT STORM PANEL IN - 014- $0 PAPOILLIONTIF FEVALI 0 A PANCLAMETE PLk* ANCHORS. AS mRANUFACTLORED BY ELCO CONSTRUictm PRODUCTS ACCOAOANC! WITH SECTION 1 l09 9 3 OF F1ORtOA BMD" CODE ONE Ui SMALL BE PLACED FOR fiII OPENING (I C­i,"O TO .I 3 LAKIANO 10 COMPLY WITH SEC`1Y.O4 170902 Or W FLORIDA BUILDING CODE I - VNiUA, LUKUMII , ll, it, -NI&.I'1W, NiU IIi,VoiliLI "IJIKVOI 5­,, Pi, I ','A ,V� .' VA I'04IJAILITF FILMI 00 a PANSI.MATi P1u% A2) 100tt" EOSEVOOF.W OF IIA'0 V 7/5' 01,0I ANCOID" SHOli BE 6 7/6- INTO CONCRETE 140 EMBEDMENT ONTO L II AW nMSH TWERAI, SMALL PEAMITTFED, 1 1/4 . 9- it SS ''I 0, AI I, 11ill SHALI 9lt t()NG CNEEPCTTOO(SOLMC ANY ITTI MATERIAL. HOST)) TO ENGAGE 3/4- .it, AAGHUIH� ITOVIONT I A . Z�.� k� THAT PRECAST SIONL, PRIL;�ASIT tl�)NlWf( PAYERS. Owl PAYERS 8C r0l,K' ON ",C. Cg�`.Alli WA44 I ,� N I.A.E Ft" AWIOM SHAI BE LOW, EIYCIUC+ T�J REACH THE MAN STIIUETEIAI. SE­N4., SUCH PANELS ANCHOW�E S"LAI L .•?1'711>1 . ". . . * r ... ..I �O, ,\ I ois . - '1� i� -, ,.%C EN,ri', K III MO!"NED N 1, 1) ANP IN A 2`l . I . -. nt I'll ' No. 44167 IT = (0) TQ_m1:'4 COME i�O_,, ,­� or . Pit : * : I . 1/4" 0 IAPCONI A14110140011. AS MANUFACTURED BY I T A 91iI NOC O . FLORIDA BUILDING CODE (Ili VaPocafto, NurrScons Zone - 1/.' 0 x 713, CALX_PP ANCHOINS AS wiqurki� 81 DEWALT INC.(f',- I 5DO 0 I,'; . . . I saw ILnm Tic; f 0 20 GAGE GALVANIZED Of!— 10 PAIIII1101OLTE FrIOLINIE tO AND I'Ahlik"Tf PLOS AW"R% As WhL`fArI',IW0 11" EI-tJ (XAVRI I I .�_ IDI, .-" $nEL SION PANEL I W#ft 8, 141(g)i (Cm.2071 pil; I ..' 'I". 0 1- - .- - I . - .. I ,Old A L , ' GLOBAL PROTECTION PROOUCTS. LLC. — � I 441, 'A' ok"! I " ... I 11 11L I EC 0 ime � S. 51 51I - , I k T comov" INIW_ IL ,wess a e Aes". , ON - �.,::m " -104 I",)M-pli. 1. ("I'IW 4m 20-176 - - ."T P" ,-"A"" - W4"4 IN, --,---- __ __ --- u-0"1I- - . � Pt IUN.`1`(A`s`."I_`T wtva; A ILMIT .1 pf . - I— 64 - 1 - *an 1� ;7-. Us Of ,.I- - I I � I - I I I . - iN5_TAL1.ATj9.R_ QUAILS FOR $-,LIES 20N� ' - Z ,HANG STORM _A,N�P_ 1, Q W - '_ .. _� - - - PANEL ,6 t �, It - CO3N-�'W�,E.,Q,R.-QQNLRE-TE-219�'.K � .P.Am Al" : I C�. =%`ox?" __ m - - , ", __ wr 41040W � I) 0- M ilicitilb" ext -,,!I,,, � , - - . t.41A`l __ ��n ..DIM �, � 11 us - -T st, '� . ~ =I ver "I ==-=I!!!m_-__, I(D - , s"U'" I 11\ �_, 'I'm .) I-C-1. 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"LL-NOMM-ML I i =.TI[Qh_2' mii" TO CIEIUNG AOvmjmLLJnL fivilla-_ AJT MOUNTr INIL SECTION V I � 0 I ) IIAIA .11b." WAlf I/B." - VSMQ"' SECTtDN K .1. - - VoIc-II/1, . � � i `___ - (0 Y, 0- j.. SCALL 3/8-`* SCILS s/To_,. I 11 I 'I 'O I .f iititii�" , RCMXWAOn ' I " ( I I01i or "t COX` - no lie "INMIJInNilit - , ",_ ""I I, --4- �,�- q it,rits, -IT TOM ,C " T.� TV , !14 7,',�\ / " g 0. Ti,� , 1, 1111 �II 1,'I 1-1 zi '� E "' 4'.. - � 1_�, �) 11­1111 11, It"' '* I "" .1 I _�, .111 - - - 1141--!�? 8 ) eblslow�) z �. - \ L_ - - - - I _W r�OAilexqs&.X - I � � No. 44167 I, j -2, - .- W A ,,,­n. ­V_ - ft 1 __4 To, .. . . - FLORIDA IIILILJD�NG CODE (Nigh Valoc"T, Noinnifacrei Zane) I �%.fi�� I. AII -1 11 W, - . -.W. . . i I _% - I. ., I- w � � 0 -- . DETAIL _._�___] F7 7-7-7 - llz� __ - — --- . , IM wimeAm v-ALS, I/2^ - I* VIEW ITT _ ix" _ "I . "i GLOBAL PROTECTION PROIDUCTS, LLC. 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I— - -W-�-7_ W";��' 4 i I, LXII I , ___ -, - ;�_ "r . �i_ �.r 'nAl i 1, lllll�',� 1-1 i .:__ I G9_MP��ENT�_FQR REGULAR. LIFE LT -, HANG, STORM PANEL SYSTEMS 1� -)L -k-E. - -Z (SCALE I I- III polal, Avol - - _ � ___ - - _ ... - - 2.10" I - - �- ­12500' (EYFtC" TAM) - ­­ __ _. 7 � 1 25zij :" - IV 3, - ,." - I/.,_:tN"/- � ; .. 11 ,!L 5 Sno 01i I ' a 1/4" crit _� 3W _ ,."". I,lL -I IF 4 1,-, 50i I- 13�0' - - ,3.,O, - .. '350, - 1 250" . ox, ell - EW - ON * it ,11r TIC I ' .. I i , I - W �1 N-1 " a All � rI I -, =�_ - I A . � /----\ I , .- ­� 1 ti - ", ' I 11 L�7 .21W . , . ';� �,� 0OW " THICK '6 ", I � I. O" 7 1 ,,,. r '-� I I ��, � I 'i[NAMED CILVAI SITE. w", � . � � 7 "i 1 $%I, ASTM ALI 11 � . .- I'm 7"i I - " 2O, 1 4 I A& r � I L. _717, P C"Im SO NARN , "' " .KUPL A ,-" ,;LN � 66 '' I � 044. --i L-1 ,l .Li in, L � At, � V '�, L3;5. - -+rm.) " � - ,.�50,- Ct) STORM P,4l 4 - ,,,,. - - ' ' WAIL . I I- - 2Vl - ll iKqj K ASTOLLI ALFFIRITS - 2 �le I' . I I 'ZOMMI SLO tl To Full *1 I/P. I "' - Al Dto AT i SLIK 00 PANEL I,�W-BEADE 03 -r-JRil (,l AKLL_MTh_5TVD � 1-11"' " 7'.01 Hl,, I ' � .I, 11.1,11, 0 , Flool Olaf A? ,�'.,� � I , .AIIAF��%� Ill KNWV M" A ,,, � ' 7270. '. , i , .. ., . , , I,.,-- I , ,��L� � 15�� I I,- . I .,, A - I I . , . , 'DO' 0 51, .1 Is e , � , . ,� 6 z 0 37' ' I . 2 Ill I, - 1, Ii . -�� I , do' a Ell ", 1� I . , . r" ?(10 ,I. ', ,el , � L� , -, , - J ".. - 2 2W - I 11 DETAIL 1, I!. � , . � ­' -$ 1 ­r270'- P""i RF I R (3A. � I - 1011 ROUNDED CORNER 0 ENDS Of PAII ;,71 l I - . , 'REFFIMED WE. I - A,, ii I � ly - - - I - --- E" UP */ . M I W �,2,3?4 IN I Tli V1.1 .--.. ', R 11 ­ 1-5100i T. PAEl � - .001. 007' - �I. I WASHER - mo, - 3 750, 071, 1 1 i 1,ir, 0 � f r, 3 n!, 41.44 AQU ALI l KEY HOLE Al Ell I ` -I--.- . I 2 '74- I -s(t SHEET 6 #oR '0011"i - 7W - .6:3, ,NXTATIM ,I SLI Loll 15 - 4- 1 up" L - - ,,, l ONLY iiiii root MISTA&IATOAFF ROD 1 sj4m - I I -) WOOD STAWWAVES �M- i 375* l A. -Z-LZD I (TYP 4 -W 1.2�F .- I L J _� im. - .-i WA.-umb 2.000^ 1"7531 "its, 1 I . , W, . - ?W1 - 1. 1101 . : I ` L �jn- 25(i - - k!�j low- I � 07 RLY, 'N" I (!� !k'- HEADER 9 - " ON 10 5* Met - L - I I rIP! I - 2000' - (0� SLEEVE I' MAX. - .. - I 000, - 601 -9 �_, @ Ill ,.y ....... . ... Nit lot ',C_,M4l (i;-) EAffl-hi i 374' Ifil � . , T Ii CIA /4' WIDE I I - .'" , ,S,�� � _ Ill , ' ,,i . . I I/ \ JUAI ii)N" FCW I' I -Ri '000711111 PAAILL I ­ 1. i I I . , 50 I -M 111112, Ill• OC F N S" . ---.�ft . ��4�' F .1 -�, �' . -" FYSTEM� OU63 16 Ai Al I i .311 'em -, ,ii ', I 2n_ wm 1. Z i , 6 � I , F., � _ 1 i I I / ". z. P I ZAW I I-, - V, IF 1125- "10-0 III t ", I a : No. 44167 FLORIDA BUILDING CODE (Mon H,ph YWCA, Ill Iti Z.Mtj I JS* i� i:,�. 1.1-Mi a 0"* 10 I t It ! * � * a 4=0 .kfflM W Ill STEEL STORM PANEL , - * - Dee' 1201 III " . , � . � ; � _�,. "" G�! L.i ., � - I 0 EXIS .-,. il, ­�.% STATE Of �� — — - _ 4'"-� I 7 F, 11 - - ; o I 'k. .1i SECTIONS -1 ,,te.* I . It L � � /Fil 20W " ` �� -�- . - - Ill Vl� - .14, . ,�� � - "n . �z� -�,, 11L I E C 0 ,.c � IoLOBAL PROTECTION PRODUCTS, U.C. III ._;� , -L I r,% 'A . � . - ­_ .. . , ,,;,,' "!'I- (��=F;.W,FsNil Hear $ STW iol "', kL a ­ �%'V­ I ".o4". . - . ., To 3x , , ...... �,I,, .IIii � "'. O.'"O.,tRAL VFx, ras.)@"i 20-175 Ali ;,z, .I, _. I- ­ � - . 'i- . -) W ..___._.__.1.. - V .. ;. , -.;;.�_ I - - � - I � -7-.W- ` Q__QuL_1r -,, - ;;-.". - I ­ I ­­­ .�'j-, .,[_�L!iE�� , S' Itl�'IL l SUU&�_T* TRAl @ & (53 , ASKRILUAl . 011FRANNAL . , L - �--, ol � . 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I SET , i, I I i 1, 11. - � to III ­0 PW II.Ni I I PANEL LENCII, : mi SCHLDV� I : � ; �AICKVVDI I , , , Su 11 I � 4 I SCHILD" 1AWI .­ I— I 011 1AIL, WI, I Olt Si4i 3) I P I, �11..-,ri ON Sal p I I I I 9 0#4 SHErt I, I'Ll,l ',I' �,-,1110.` I,,, "Ift'! tit I I , I i, ", � - 1A I 11 _�,10 I I" : I I I I I I , 0 u V, � ! - I , � q,u FYFA Rwu 2'.4* WOOD i ALI=* 04A 7-11, � I"', .�, e ,�41�1`i' I EXIS11ING I I - All I" . �,;" -, PLATE REQUIRLD I -4 I . I � Iii;IT I i I I �_ ri . , . I i� : I I DIRM- / SPAW l 1 I I. : ALUDII 2W' - � I ­!, 11'r- I �� I I-5A SCALE I- """' "­_ i - I � I 11, � I I I ­11.1-L.-I­ I III 12 1/1' OC SEF TABLE 11 ON SIOCET i FOR MAX XIANI VT#104t, A, I �♦- I i MAX A'jt CIESION LEINDS F(A THIS IRISIA"ATiltgi I I I � �., ; V., I � _<�f-'I` :4'� 41 T _1I � i f .1 F; I 1� 6 1 � 1,10 12 112' 0. L I ir I � 1 � � 4 , y I I I I FQI I . � I :� I , I 0 � L ,0= ,,*- .., oT, .ry I')" A' * K11L I _� " I � - I I I ; $AGGiEll */ S1 ". � VOCIA 1. "I K I I,� I, ,004 W. I ,� SHE SCHIEDU11.1 ON , " __-A_-_---_ ____ ! ! SHEET I 1) I (f) OO&VAAPM 6 LMM IND A OK STIPIP WADMM ON AO -,,' � --I- 4 � t I , � .. - 'D - � � ) A NUIL MAN MUM few =(nil I I i PAMN ~ I 1). PLATE ."I'll.. -1 � ,,=Zrmw Awl I 1- AT_1r:Li1E_RE-r�rl1L N", �:V SVI�n I R _ -1--i'll - _ " """' I ! ., .. - wow Cit) A#Ckon QO1F4 I'm 0060"" 04 PIANO. VOTE 1EMALI IV 'A � it F'r 54!: L" "Zi ' ", A, 'I'll 'Q r�`I* AV I P Arr REQUIRED "M Ill KM SRWJ K $Ri �WN AT 6 *1C OC VVVNQ .6 IW V010.14C CMIIV­ 'Of L."li, ,1�1'1'111 r4oliffl"i Ill I it"& a A REPOP"04 n" IT ,/I- Cl vNii AMirl oL � ` 5'-M IP I ILI LARI R�li r4DI PAIVII'llf FAOR.I At 1 ., I 01 LAWL 2A GAGE RAFROL ""I 0 AM 10 He At AW DFi � I (lie 4 & 4MWOCMN AV* MAM PANEL LO$9"4 ALLOFMCII V- I 9) NARROW VILA,11. 1­4 J.­ IS WALL Mf�)0TIit,14 I DREC,T,..&tQUffl W-0"MLM 94M ") � i " * (,I * � ij� FICAVAR FANL% HIO�FJILATPCVI� C C�,LV MVrl' I MrAi 'A I I �;* �- I-XII " III, CIRRI AAU-112UMIK A1.1, , ERNATLU-2w 1 I/2• tOK WNXP COAk�M P" PAL OF 4 OKW-Alt3� 04 NIVJ III �:I!VrNL: RIVIIIJIL V144,W &AL I,I�N.E ji/Jill MA 'OR 000 Zoom I, I .4, W A% Will 0', AT,R, f. 1� VINFLARN Ail "IV, I., I ." , f ­j " 1. I. ,AILIIA ALUMMM � i W I 4A!l R,%'lR,,LAVVA'I VIVID OWY III 41.40 I I , I V.Ar �'Ill_ �"-`Irl ` I I. I I'llit '­ , � I OASW. OW I'.. A, � " . ­ - �, NUML. , I ,�. , I .�� \II,r'Ehill � FLORIDA BUILDING COOL (N,­ Wqh V*10,,ty H,,r1II,Vn4 Z01., Filila I�P � F SECrill 1 INS, 1A, I,Fl 41�1 t:iNL I VAI'b FOR MAX A S (I � ., NO.44167 `� i 002* IIIII1W. -1 24 GAGE GAIVANIZED STEEL STORM AN ! ,,,� OLSIC,N PHESSURE RAT'4L, �p I '� Ill PAI LENGTIH:� 5 * � = ------- I, I - - -C, � * �' IT 1 ' ; _ . __ ______ __ ____ __ � -.-- - -ii � V'/ . T, I"J. I I , 50f if L, wo-�,NT-N,-"Z CAN BE AS PL* SCHEDULES 0�, �,ifl 3 lif A�Cfi ,'CIP _. � I .", 4 - , I I PRODUCTS, Cull NED N_'ANY war 'it, blu'; ,Qq, At TFIVINATT 71110 j ;� -;�,%. ;­_ :� / 11LIECil \ GLOBAL PROTECTION 11-11 ­1 . .. �O%-.I' � �`__ iNSIA-LATOUN I I . 4.11-719-1- 1, 111i rrsfwc 0 t�cto-O MAI- OW T 0 1,, SWIT I A li NEW ROW FRAME CONS71RUCIrION: WOOD ,�, - -.I _" ,"I'',, � ni f, ju.. , I , -�,,, 61 --=,..Xl I,IAA).,,--Iii � ... A�ft� r" tw)68�0"' 20- 1 75 IS, �',%� ...... �,�IfV - I Forwifir" 10 Fit SOUTHERN PINE No 2I *1 SMIFIC , ,,;,4�;� I,,, �� .,___ - OIENSITY O( 0.55 OR CCUAI sonSiMpABOVI FIALAX"wa _ ._ ,-; 171717— .;�_;­ ­W_­ — n.-] - i,.�--- IN, Val . 'AAR _ I I I ­ __ .1 v, 1- - - - - - 4 � - ­ .. ­­_ - - I — -�---­ 4--- - ­_ ;z 6 w It . - 1" FLO-KA 11, I _�, I I �j - - - -, I .— — . - -- ­­ ofma&.140M rYV6J0.rQFiJiLU1LNr'_JJMJ1l JL,LL:L,L1W,:6_1IDl P.Al I 10-LaSIML.ill mJ1NL.5=LK.0LADL_r-L"ii,.vI,l G� I Ilk, III Vt`RW4[' I.,. . ­,,­,r " .C,­,L.i - 1/4-0 TAFROON ANCH011% As "WUFACIUMED IST Ow fAgi INIL I I1.1­11AIIIII I,WIAN, 7.IW4L . I ­l,I "I LL It, ­ . '), , �! - rs,r I " VNIF , '.j , opol SkA, I* It 4W.RW�; i, .�. REER SEII I &i 3F Afill MENTIONED (304 III A Ill 4114' - 1/1[l I 51W 0000 RUSIONG, AS DISIWAUIED IV ALI PONT S(AREW Ill, & SPECUl rO 3.41V AS WEQUIRED BY ;I* ,RFRISDI, 14r0d NI STORM PAINEE OL� BE INSIAitin. AM FOR A DIFF(010140i L&CI-A ­fl I AIRI 1-16 NO, �4,Atl, NO EXCI 114 MAXIMUM (ASO) DES" PRLS%W PAWS INDICATED 13" Sil C. I j U.NiUliVIA TIORICADEO '041MA!"IN WC *(Y)0 OF TAFTON ANCHORS NWJ at V 1,1;1' AW :* ­w 0,ii r I­­W • �- 9 THi`q" 12 a I?' `a ANC PANELLFAALE TIMAUIT it) IN Doi IT) VEMW TOIE ABOVE CV14,101TON, it* TIMAIIS DES" WPM LOAM OCItW,WED PER ASCE ?- 16 SHALE HE FIRST ]VIDDILFILD TO A,SQ OrSIGM Mil RA HA BY WATWLY04 THEN OV 0 6 04 ORDER TO COMPAPSE 7V,FrSt W/ �W (AS D I C.e) KNOWAL YNNEADEC RIC14STRATIC" OF LAC SCINEI ,W No At . . it, FIVE ROCC, IAAMC •-_N�: ,Yll K I i,Z* r"i ,ED VIEWS PRESSURE RATW,S Hri-CAITTI ll,� �AFFTt, I, 0 l4i %T IF 17. Ift IMCNEIREATiDN INTO STUI StW1 BE CONSIDDREP AS PAP OF THE RL'OU41M 11,11TEADOD PEINETP.11,014 IN opm TO Wow, IIIII, .m IILA. ,,, I.. Pf :, A4 li 'll ,,li CA', IORI A !,3!9 $,,Lili IN N. OFIANLE SIRESS top I'll"AD 41",�k "S M J,A, Ill 111ill ALI FWF-1,11�, Si t) Wi*�Cl ­LFf: f4L% 007CRIMAIrr, IN it 3) WM�AOO SOOT DISTANCE QV ILAC, SCIFFENTS, INTO Al SHALL EC AS *IWATEP N "!S OK-W-K �",'IWWIAIK�j Ali,, FLO', 201a !r,",V f,Ahl " A..r * Ol 4111i M 'OLAry foe VNI ArW.I WNI RE,_,K$7AAVi tAS BEEN VERFIrTED IN aCCOREANCE OTH SECTION 11509 112 OF CA) UMUM PENETTRATIM OF WOW SIRLSMINO SitALL SE 5/0' 1�'4" •@-Ii SCRIVIS ki Sil BE � W L I TI-C AISVIST FAIE NFOINED CODE AS MR ANCIACAP TEST LAIS OR 51I FILDI FREP011 #01401-01 AND 00;ICO2-011. AS SW)LAD STUCCO c4i AM I" UNUM Film INALLS ill No Slull ,,I SSTD , 2-0 & iSru C t,3n..O� IIANDUIDS, I WFRWI 1',SIlM; IAN -401.114 PA)RII RICIAORT li AS PER IRB-aO AND TAS-ZWL FIRSPIN-11.5. ANI AS i CAIL(LoAtil0l, FoRCr)PIRIVI N 40:"OVAVVLAI W/ SECTION ION OF THIC ,-S) in CAST TiNAt PRE-CAll STONE, OR PRECAST CONCREIT PANTILS. 51FA" OR *000 PrARDS BE ROUND ON Til,* EmPWID � I ITRICIA, BAREVII COtT *ALL, ANS.04S go" Of k0W, ENVXjSi TO REACH THE NAW $�nTLKTUFE &I-1.140 JIC. P41,0I ANCHORACC $HRi BE AS MVINT,C+�-, IN L' 1) ".1 4, 1.4) r ALL ALVWWOM EXTRi 11.1 I FIV0 16 VIALL0, AND Itill (lIll (11HEIVI 401i SEE SHEET 2 (D) AKH011 Slal Fit "SlAl FOLLJJ�Xi Alt OF JOAT Ar(IL`AXVnVjNoAjK� �k' ,jVE-.*tA1lT7�NN l* IAf 0MTIQ1R*% AAA,j(AC1VFl 3 Ai ALUWWM SKIFT MLIAI i AT CIVAURES SH41L HAW II05 H14 A. a PRINDES WAY ALLSO El INSTALLED moillotoNTAI TOLLONI opiluATioN DETAILS ".Cftni ON SEll ( TKN011rw 0 (SHEETS 4 4 .1 L STEEL SHEET METAL li I� ��W I HAVE oTRVC RILLN iALALY`f STI , A.'.P* A. 05) (IJADIC SO 141POVALIM. C - 60 Gk,dAMZED THROUGH 5) i-XICIP' 7VIAO WADERS Q tip SHALL NOI BE USED, Sill UtSICAUVION W/*Y- 9� J �v (AIIUR AtCri 0 IT $k0ol, Sir IF* AriITLONSVOILIT" OF FINE Cr)NrWIQR TO VERIFY rK SOUNDNESS Or III TIFLUCr�01. WVC4L 5HkOVER I 10 BE Aro4cwro IT, w-Astir eVill awc-,ofol tillit, Stoll Skill ONLY K ATACNED ITh CORKPIETIF BLOCK ON WOW PP" " 9.11krMt . Al SAtRi 10 RE STANI 'TRA )OF Olt IIIE Ai %faiii OR COPROSIDIN RESISTANT C04TED CARBON STEEL AS PER 0`14 5W�ft W1 50 FAA YVUJ� S'TATINLI" All 50 k.. TENSILE MAICT4 III S$Ol 1:OMPVl All TIORMA SKIKol ill SE(:1._% 211 3 14 IL IA I, ,�� .t� ,,. , ­ I,,,�, ,,,Ir, , I, � - , ,[lL i0' 4', PER d.1:110"S I 2. .. !I 6 A�D AOILMINAIrIF', IN, " 4, ­ ,J?. 6 60i TO 01 ASTIM A 307 CALtAhl,T&D SlEttL. OR "I, �T', �E;01, ' �'ll - - I A, ' ,,it, 4,� IIL,. 1:1.1 1-10 - lhtirNf AND $tFADl V&SLI MARI046 "InTRU-210.1 CAR'Not, 04 'tww ,(, _ .1LAAl %14F[, �rl. �" ­ .11-ILV fICLO %F1LL,N-.T-, h I PLt,l, 1. Will IPf,!,'01,' -NVCW I L-1101W. V"F.W.OI`, Or h11,-FXICW WAITNI 0 1ACI.OPS 10 WALL SKALL W A; FOLLOWS 11, ILE OALA,_LATIl CQ.T.&,I�,,I IIJ SZOVIIA'Al AII. SI'Ll"i "Ll"IF-L'i 1IO;It' *`L" P1,14i IN C(WIN,K,K)!, CONTACT %,It, ,A) % 1DMT1.ftr_PD;l CV14r,ill 79� VILIFLOW TO rRIEVENT WIND/li ININVII*4 . 1/4'0 IARPEON AWH(Ill AS NNVIAjfA(%,V0l at I TY, till IN J­ 1 �7 ­I;l I, n. I 12 tiLIKIA RANEL 1NSAJjAl SHAVII Cotill 0104 SPECS ftUICATEU AN TM,q tK'bWMG Vi ANY BUILDING 00 2014ING REOULAhONS 1,"::.1.*'1.1!* CALK FN 41W.,4CIRS. AS VANAWArIVINI 81 Cloill VN( PRUittil ISV VIE MAP5TICTICIN INKRIL ;FV`1ff VS APPLIED TV : ', I., / SO' 1D- Sit AWwOPS. AS Pr�TRINFUll BY Oil AMC 1�110 A EW AL SPECALIV Cil -I I'VAL"i 1,Ck i.­lPrq 11olL `.� 11 :�'�"EI�,4pal CIO TI-VIS DFIVIGNEER LS L-INLYRIC. ARC T - 'AIGO I ) 1.1 ia� TIVS OIRODIM� OM For VARDIRDE W1OJVVAtIl Nil '11, I III r1ll P & PANI MAIT PI AtKttOl AS WAVOIJI'ACIIJIFIC0 SY El COWOLILIKIN PArCLICTS FOR A Ell 51FLCOK "Irl� , III, �., I ,, J,lI4F[j TAJ �3% NtNINNIVIS, 1XVIAM FROM �LIE IF I 1:�:1 I, I',% .'A� NAAM ANCtil, IRS "AltiorAC'n,ill ETT CICINAL1, F+C Ib,� CMUTIVACIOR IQ BE PESPONSAl OVA I SOXICTI17, AUflVll1lQC AINCI INSLAIVATION �OO."IILIDINC iirr SAI Of r�,,�� Firl A 1) MININVIA EMBEDMENT OF TAPI AN III POURED CONVOINI SHALL EM 1 'j/4% 2* FOR Eol PRIMELLI AN: ki fX4,"I.A PEX, ('11411I I#F,I1,,,* FLOES Hrn' OF�,I,IIP i 114 COVIC1110N% ICIAll,ro 00 rI0rq W91ol I .li III 2fi" %VON AWHORS. ("A"Al ICA ',I$t;l A. "'TE ", III!. �<,.�TRAI;ri'A , `q,%V9W:.14,.IIjl .I'llI ii CA" .'IN at sl��O V1 _:�011. 4�, of f.TVOAX�i , 6 , I)R '!I I", ,IAIlip , r.,W7r III FW USECIIA.NTrl {0 THIS PRCOLICION T COALLAT047XIAMIRL WU ItONS,F)CLITT) INVA.0 I Mp BE Sril %Hl t* P, Hlil I, 1/4' 0 - �'C !,CRI USLO, $rl W I 1,l ,�IIA, Allhoki SWIJILD SIVIO.I I'll (4� �Lfo"� %PECVHC PRO.1i SHALL BE PREAVIARVI HN INI it ViAll Rit.6MOVOCU I li'LOWN 10 W1,41i WOO" 11MILL STEPOW T14 W " 'AINIALIM FOR All Ill NO STUI AW Fal N �Lll SCASEWS OR Al NREWO SCFl all (MEAD 04ol I -ILL CA 1% CONO It 1, It � if 0A 1W, PAILI VIVU WIA � . Ill sit Hit�1LICINI'S11[j Vllqkf RHI, l *IT,- ONE wits PROPto u'r (IF FOR III ERAVowFiR Of wicoilliu LTIVIVc -o� ,I, rVI;HCATILl rw�lh,qi.pw Tit"i IIW �frj 11W44IIIII Ii '4141i IQ 'WA 4111I , III, If! `­Vli DWIII FCR Rll,Ull, A _�) lk OFSE THAI Pill STONE. PRECAST CONCRETE PANE". PAMERS� Stilill OR 0i BOARDS at FOuNto oft Twf. tXMK WALL OR I'LOON. AAKWAM SKI fif iONG 1`040i IC Ill no VAN !,TVRXTJRT SCHNO SOCH PAI I,) "S FLO L,OALL. ftAL Ilk tAtL Al 00,11i ',�AL ANII� -ll,­IL�14T, OF 141 PRORI�'.'I00VhAI NNICAORAGE &Hk� FIF AS, MENTIONE V MAI) q.0 INAa) cl,owt,p C. FillErul 74"'t PREPAR111 11 iLh rO 0i��il 11�lrir�wll. luLtDO,. Atl.l. Ai _� JN 11 'ClILT'Ll VA,1v1.(1.1Ar1 � L,,'ECI �I,A.l OF OIC.FE" 00 A ACAI trCil LOCAll AT �,,^,Aly I/ "INI. SIjLTTC_VF IN ICT,OP�lil XTTl#j Ci I:1099.2 OF FLORIDA ON)i COCIF ��VNL LANE, 4' 0 'All, ON ANOW)AS Or. MAN, Ill ILARI HY I I IN, li DEX. AVE. SHALL BE �LACED 0i TKirt, C,AEMNO _QIl IO COMPLY Wi SECTOM 1709 SL) Or Fit ,/A, 0 , ),I CAI AKK*t,. AS MANUIr.CrUll Ell Dt*gl. INC I'LORLDA PUt.fori i ,/4* 0 X 314 SOLO -SET ANCW)i . AS OWRIBUTED BY ALL PW SCIII EW * SPVEZkry OO I" 4 10 PAKI,MATIC CEMAILE go AND PA"rJ,MA-.r PLUS AW�*M AS 4AM)OACTURED Ire PLC,CI CONSrRUCFON PIR0,64901111itn"' I,., 0 JAINAI . IRARLIN VICI*�R'l AF FJANIAACt�4ItI.l ITT ri�"l� Ne __ A T14 � I, 001* v, , . I, , 'IF"I . S. High Ill H., j­', . I V 11 N IV I NIL) 041 -1 Iti � 41h AINI "I.C6 1-11ILMOC! "I Zl-�, rIALI,F -1,"o- 'HI IIA "I'l III , NIL, ,�,,, . lt�l FLORMA IFLJOLDING CODE (Mon . Zo­ -141-1 III 54-AR l Llit% , ,,,A I , , , , . ­__11 - I , I 1,10 I A, SIA,T) SIT r MAL LqAA 5 S,v4,L 4L FMILEM11*0 7/9' INTO *4 CONICAM, Or Z : -7 - tL _i, " `L� ��� OCA I,Nr TK, qkpotmtAuenA" 24 CA" GALYJI ITF,Ii� STCAM 1i .R.I: I Ili',"' itlll BE P(Wlnr3 1/4- 0-20 540M USED SARAILL BE I 1/2' LONG 'A"Karm S-0,jLD Trall EXIST * �` ell I �._ I - . I .- ­_11. - . ... . ,.. ­­­ 41P�I' "'NAILIV FOR %l #I� All '�TILICCQ . . z : 0711,nm S, - * STAT� , .- er IILIECO..- GLOBAL PROTECTION PRODUCTS, LJLC. � .P.. " Dil. .. I . .1. - -1 .. 11 UNIT, ­_ --.-..- I I V, � ,,,�� zV 11 ,I, 10"'I'llp i C.6;�"."4 �9��,o; I -�, ". W1. ' ' HOPS S-4AILL, BE LOW FAICXG4 TO Al TKI! MAIN STRUCti Sill SIX toR I IZ�l R'l - It . ."_ I 111. � 20-175 IIAI PRfLIST SIV114 14 Plini CONCAM PLI S%C,Cl:- OR INDOO BOARDS If( - -K A e , .�!_ . A ALL Al Oil 'Q� ' . I II Z; 11 11 - - - I- -"I-"- �_ ,.I� OF.A -A. (..^"..MI, AN\ III CIAIO"�'t RF, Al MENrKX4Fh N B 11 AND IN 92) :�r ��/ I "III, ,,, .'N'Ac."ART11i ��- n--- ­- -i - Re l. ­4 �C Stok], ,��'I'A �4 ..-.- - IF 0, I'[" I - 1*1 it '"11111 .. __---J!qt_-;=�� f—­-f— *07 I W ILL INSIAU.91" � . ,DETAILS FOR RCQULAR PANEL-j LN"_..Pl -TE.08 CQNCRETE BLOCK STRUCTURES � .._Rjf�p �l N C R F � g$TI41 R�H)Irl D LQd,l it t:Sr^G POVIRED CCP$�*'TE CONICAl Ill CONCRETE III I AklUljl`l I "I", I REQUI I C000cscit ANCINI I CONCft-W ANCHORRS " I, ol" CAR (SEE scitIous ON . ��,'44"�� �," (ski SICHE - L SsEss 9 THINDIVIS" To 1. " FVST*D PoLou I— I ,.: SHEETS 9 T41tDUOP IC 11 � (_2 oomcRm OR � , -41 ,ii 11) CONCRETE BLOCK '" , 1, I T 11. qEouwo, IW Rill man -1-11 � I .� I - ­ �; 4/2 4/4- I ,: , Ir 4) 4 " s q4. at .., I IF I "" , W`X I - ----,r :.� I - , I ... , Ax col .NCIORS I - , , � 'T I i -1 I (SEE S6NILADAZ ON � I I I l . �� I to 11 IL W.li 0 rI4ROUCH � r 1, I i r �1� � l'. 71M, �� t I I I � Ie'IsLAVit" I- I f ,�.-_ji I .I I �. 15, - - I r a' E D , "," , , : I V'�� I .4 , ve-atk'se . SEPAAATKAN It SICIPARill i ,� I m #M fAc , VAN Rx � I " ; - To GLASS I( TO GAA-1, , I ,I �� , I (SEE SCHEDULE - I -C - I su sc"f � �, � I U.OW am r-Ic . , . i ON SHEET 3) -V' I UOM Mel Ir I PAZ Lf.4-1 : 3 114, I .... . .... j I ; 11 IV, ILPAILALIN 1 1 =4 1. ON SKI , ) � I I I Esul sowiturof I I � I, k`V 1, I I ..'' I I � ft SHEET 3) . PANEL ILE K* " _1(111 tIcIFI)QU T I el 'I 1,111"". I I (SEE I ,� "� I I I �� I � I ,I ,e ( t SCHEDIALC ! 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T­- T. , I �1\ .2-, I i I I I : � t j ". � I',,, ' _+__j I 11 I _ , � � 11 I : Lt- ­N= � I I V /' 1, � --I (13 1 j I I I ­1 . 1i - 11 1 (�) I , �'l ) I --- L .P.11-1-- " _,­, I . t ." Virtual Review Assist -Mc. OF I 0 .A I II �- I - - i I iw�',;IIC'�P Plans Review completed an,d approved 0 " I �-'.'- I,- , . I L..- " " i, , / I I tw RA, AOEI . .-_,� I � for compliance with the 2020 BC 7th Edition 11 ; unor-Rit, r-el r� : 0- I .. ." �: 44 I 1, ' - , 1 . � _ � I PAR Debra Anne Klaht X2800 I; ��- � 11 I I PANEL U4111H �� � I. (SEE LLIVA M)4 M_ !! I (SIDE rLEVATch I � -_ I ON SHUT 1112) � W ON SHEET 12) �� T __ - 4 < �� 6. I 11 � A. I 7, "n. �11. . " �­Moouswrwom - 1 ��. "I' UI I . f- a it TO GLASS (1) I`kW1ON - I -I) 11 j ­ 11 G Q,k%L : C) I I � � 1 5. 1 2­ .1 ; C/2 I a) = � " 11 I f* 4 [_ __ .. , * I 13 ir, & . I,& ac. I 0 11 ..'r at T � ,9 : �rj : ? . I I I ses, 0 = - I 1, . I I I I I i I . . I 0 to �: I La ; � "I'll t L__I . . ;'," *000 1 .., WCOU , PsAlf � � 11,,�,I, , M Ca- REOLARLD l 14 t/4'10 PIAELW71 PLOT, PITOL110f D ��: . I I/4*0 PARIELMATE PLVS i I AW>.'JA 0 ,; ,,;" ,-, r I I ARICKet Of 12 1/2" 0C � I I I 0 (1) � I 1: ­ I ALIERNAIly R-3 LTEffNAT1YLjL-_3ft " Cz P2ELS "'..... ....... OLLIFE-19-M-PANEL L. co I ,W_,�q, s, Tlkzj�-,. WAL1_JIIQ4HI1HQ , " , ��*i�:,_;6'11' SCAU 3J8-t' /�*O.-,,., I IdS = Lij x . 44167 % FLORIDA BUILDING CODE (Mon High VasocIty Hur Icons Zone) It : ., ND. :�i NCTIM. t *: * : ozm MWIL ORC GALVANIZED STEEL STORM FA I : , T 4 , GAL PANEL I D� ORL 2_!��_ < VALID FOR MAX. AS.[, .S .S�,. STATE OF �11 - __._.______ I itiSTALLATION ARE ONO . . . .1 1111z, I - - ­ '"" - - - ­­ __­­_' a/"/uS* � "O". �'','C 1/111 �OILOSAL = DESIGN PRESSURE RATWGS (p,*J) AND PANEL .qoq ,;�=:, , - e , PROTECTION PRWMMCTS, LLC DATE 1704 I ,11P r �IATJCIN �N Sit'- Iq -1-1.1 ps;t , r. . _. tt% , A� L I ... ­ 2. FOR NEW WOOD FRAME CONSTRUCTION FOIDUO ­',4, S I " r , ,,�NAL Ok, 4 mEmFKRS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC "Jitt"616, DENSITY Of 0.55 OR EOUAL - ­ _ ----.. - -.- ­­ .r VUtL'1W.nW�Ts.`F. 4m *If, 51 STOW . wm ft 33)14 - Ploor ")00-7wk FAA� (4")*" AFOO 20- I 75 - �A.___ �� FORtowill N. ,-- 2! < __j n SHEET NO. SH 1.4 . . _­ I — --------------- - � � I +EZI/118, E L I %/ I a ANCIORIS r_ ...... ... (1181I SECTION li 6 MICILI'll EZIO Dh S-(P 10) . . I - I � , mm . -, ot. - " �* Safi. I" PL, to (,it � '9 , i Nil Alflo"i Ill ?) ti"Itil, IQ I - ­.. ­­ . . . - . . =� r� � . I. .. ! W " S:�-.-%T 1, I T.—I'll 7, ,=.1....1._.* �" I - , a I 0 1 ? 0 I 4? . I 711 � —� 50% , I I . I " , I - �7 t I 11 I � I t, I I , I I �� 1, 'j - If prot I � I I . �i, 1� i� 1­1_`_"�_ , .]�'_[ .. I t I : I I � 1_1 ] L L �. ­ 17, ?. I l , ��ryri f� fl::; 1 :.7_�-,". 1 :: ! 11 l � I . - - ,, � ,!,� � V I ..� � I AV, � ! (NTIPICIH FlAl I •l'.[I "ol 1 � A- I i I I (LNG T`PANEL) T I � I I (`1NT,ENrOR,rIA-1 I - I � - , - , - , � , �:, � � "I'll, fill I 2. 11 4 1 1 1 � I � � "'.I Ni I � 1 i I "I "A'al li��.` A .1 - � '4 ", 4 , . , .1 I I I : I . , . �/ I I I � , -. I I I I OF � � I �. . 1 '4 . � I �_ � 1 I , � I � Ill PANELS "'t I /4N - �OtI I' I ! I S SE OCAT, `A/0 0 (Al OVLAA1 I , �";` 1SCOCNS AS , AP I 00CAW � � : , 1, I,1- I rN1 I � I ,I � 1 � it ! I : . ! i I _ I tint � It � I I �'l I !i 1 � ; I � , W, -.+ Y I- ;I I t 1­4t-t-4 4AI 1 * , i I i �-ILIA' I , � I � ri T I T i I I It 'I i.1 I I I 1 ; * 11 , Eu -'--I- _� J_ 1, I- J.J L - 'I j_J_1 L L..�._..I J -J-1 4.1- J_J - I I J -) -1 . -1 i _j_j L .­_ � - - - - , ­­____­ . - ..._.....,..� . 0 I . ot ..._7=7_!______1 f'r ,F�i­. - - - - ---- I' IA, � 7'. ,,i.o','W E II I ; 'Ill 1 A&CODIRS, .. ,Tii! 1lt`rI)N III * 41 1CRINATIVE EZIW CON silic'! ui; - EZI/Ill � EZIW/18 I � AMN-EQ& ERIES 2000 E-Z HANG STORM PANEL U) SYSTEM M I SCALE: 3132"-A," 1 I 2 fil (i,.- vin tAl� " DoliVILAY, - . I ., VA<U 04im " ,, : I ­ _. 1 "4. i \ I LAol W 41 I I QL!Al I 7l-40 3/52"•I` I L_ __ _ . . ... _ AMMEW ENG1NE`:EPINt_-', W47- I ENutNEERiNl3 EXPRESS PRODUCT EVALUATIat-4 REPORT S"XoMber 15,2020 Number - R2AoabM EX Prood loolurrobolar 20-31543 Prodmill Meou4kduw' All Arrenitcal Shottlerit &W Gloss 'Awfutticini Address 1540 borl Road Worst Pill SCAch Fl, 13409 ProdiAiNarr*&Desr,IilAirin 24ria Gootivaro/wi St".1 Storm Pornerst Large PAssitio, IriipW Respoilent! Scope of EvaluaOori I P�,:ltl ", I Eva �Mlnjn Relturt Li tjqlllvU,v5ue4 Ili acettIldialincel In(, mi .... itimot of III, F I I lail4"iMi�S4VUiPi�ht�.i:s,�i,i�ii,iiR�hp4;,itoti�F�),kW6,o�li,�jC,,,mnis�oon)Rtp�,Chnl)lf!I I IA�, �1,0�IJI,���i,l,,,I��,��,�,�r,,���i�t�tMel�i,,di�(li i" a" pfL)rjutt noted at" has ii il"t' ,I Id 14LII itItInti Ii!l, luiroill ho"tit, to ,ft^ roujisarice with the Floli Bulldog cotdr, Seventh Eddrolin (2i and Is, to; the purpose Hilandood, ad wow equivalent to that roqt000.� by The I FEELevehattion of this product "llbols reqt*ed foolowing perhintorl lottroll Bol Code foodificationol L evusionits. Substantiating Data: A, PRODUCI EVA J.UATIQN DQCgMENTS EX &&A*V 43"1643 titled -24ga Gastionuted Steel Stwo Panels, (Hil & Non-o-fool shasts, I.5 twepe(ed by Engifirommenrogi Egpron. signed & soleed toy Frank Befroardo P F nlLin .foolitimate Pon of thors, Evaluation Repent Ao TM REPORTS LkfilmmsUft skucknlpwlonmnoo has been tested in socordsoince with TAS 202 1*0 startri Illoi: lit torporlist OST.ASG-i7-001 by BlackwiMei TesOng, Inc Large iYossilo, ir,vaCt rerststal ii cycli losolfrig poliffturvil hur, been tested in roccolvowe wilt, TAG 201 and TAS 203 Iasi slandaidr, Ill Nil iisporl OBT-ASG-1 7-001 LIT Slackwal Testing Inc . BITRUCTURAL EN011NEEIBING CALCULATIONS Strumial engineering calculations, have been prepared which 6"8* the product baset, an r.wmpialOve arldi ralartal wasOVsk to qVsW the folklmodrog dftgn crillool I MRAW"4 AlloNNININat Spans 2 Nilirimlwn AO.ml STi 3 k1romitionto Glass Separation 4 Arichosiot Spacing _r ---.--- _­1____ . 160 SW 12­ A, �_UTT 7'. .7�_f­j_()�,­' " ;- 7�.7-;� f "i In I", Uel.wl to L.D 61*c#,, Fiool IIIII (954} 354-0660 I (866j 196-9999 TtAM0ENGtNFtAiNslExPRttss.com EI$GtN&tktwGfxpxgss C014 - - - - I . 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I-IT"I'lljTlIlAjV r 1,Log ill rANFC?ED 7ROrTl IRAl 11 t "IC)'' APPIP1R 1 it I- .1, � � OIAI.t et i'llivAtitzi AT lot, bir skg ,,, 01INT I .1 11 ,Nil "ll A ,, ,,,III P. : )AA 4UI" , , ", I I'l, 1,Ii44L�Ilt,;SS:5,��t ,,,'a 7 .'i,.%., L, ., A O., . : I, r- l N I l "14-0,,3�W,,I' V111 '111JUI pf.l , ,,,I � , I TZAC�N LCICAT" LIE FASTENERS MAT VI A! I 1,," �'"v i eXTERICIR FLAT' rLAPICES Cfr END PANEL : (A) Ch CASE THAT END PAINCLS ARE NOT C0NN(.C7tu To BOTTOM TRACK (I .. A ';TOP OR IS ONLY USED At CEP) AT I CAST TYll , PANE I _I __ - -silli! 'M ICONNECTED TO 901700TRACK I)'iNG SPECS , F11%SoCIdi'0NLFCT)IYTPF 'It. I v,11x,,I.elite ­;j, ­V,rin, ql Ali,,, � I k L!, � � , t' , t I I FI.ORTA IBUILDIRG CODE (Ill High Valoc" hisoricarts Zone) ,.MN Ift"COO W 7IL GAGE GALVANIZED STEEL STORY PANEL 1.0 -,,. 11LIEC ---.,...- . - ' ' - --- --'-- ­ ___ 011ONAH, I O.Sol, ', GLOBAL PROTECTION PRODUCTS, LLC. .Iri ." I. 11 IIAL, - N, IM-4CM01i, Dol♦ I .I'll'. � L�A"_"-­ 1. t--,)&"-0791 20- i 75 - — F '­!�'. C* ll"7I0 - _ - I �T �_ :R�i iK_:F:��_ Ssl " - — .1 III A 11ILLP 01. I ­ . 1!j - I I Page 2 or 2 'i Arnk'"Clion slintivil III :4l.,A 6,,,.Illl/cd "i"VI SL-1111 Poll 4o 33% IrKies" to allorrable, stress has beffn usiod it, It,(. destogin of this Lit , 6ii.1 Separation from glal is Sol required Wirnistio"ation's oulsill I vond III,* ,I .1111 its-Il'i"C.Ill hi;c0flul Impact Resistance: Large 1,npa,l RI.LiHstrorl Tons III demonstrated in evildonclad in pcwAomfy *$led lost repol am is accounted to, in the eirotlneerwu dirsitro III Itts loixii Wind Load Resistance %5 prodacl has been ENNISIjoad to re5lst vAnd lrt�Od� as YjPr,AIHJ it, The -�l -hodill [III Tito fessia,'Aye Product Evabishon Docionters! (I a engtoorrong draimsov) Insta3ation Thi r4(idil 0011 be Initialled In still coropliance with as CeInpiclit Fill Evidjahm DOCIT11"tril J, .: unqirscu,a,rii,j.I­­l Ittrwj mitt allconportarimil ruxedort Proaucicornpolienlssl)Ai��KA,:Olthtt"ksleri.�lslv�'�Oe�lir,tti�l�o�,�,�i,l�H::,�s�espe,ctNeP;oduc(EvaluadK)fI Clocurnerd 4i 9 Engineering drawrol Limitations & Conditions of Use: WE of this product shooll be In slifict is"oidence imoth Vie, fespecane Prod lout Ev aliLt CkYl,'Intiont �t i• ngnolernolgaho All soptill Lost shutiouroor shall be designied to retil sit Superimposed tnil Ill Von bI, W 6 olilil,l� ,,I Ill in Ill pnxiluct s respective anchor scheditle. How structure conditions which art DEC accowiTed %o Ito I lips LpFuntorl ,, uio%o.nIc1v#1 ittwhoo itchedul" Shell be designed lot on a sire-solmi basis by A agoalitted ill'ofessiLturi PrIgHil All compormontis Which Live perniAnErilly total ,6atl ISO tworYIded impnoisl cmi contenOneom and bthw such dowfte at Sol Omm This proldi has been designed for use Yvillon and oulsi the High Voincill Houticarm, Zone (Hil - kettliecifulIN " It Toi ,,�� "�Dmi Frank Iferinarl Ill ENEEINFEEPtING EXPRESS' IdIrI104654911I tilinh LOSS' 160 `,vi 12' ' Ill SUSTE 206, Dittiollolli BEACH, I'l iiIIII) ­0,4, 354.0660 1 J966) 396-9999 IfAMMEOVOINEIRINGEXPAfti I " r. I N t I A 1 4 I. f , 0 A It I,'L. C GM � I I I ., - — 1 - . 1�711'- 011.1 ,,, , L'i g ,.�t I; I , - o-it , i 41 I - �, I * x � P.. �' w :-� � -1 I 0 P e. C. I . "�­-". " 2 PL I N 11 ill 7 <k i !nl I — , ' I _j I ' I 5 , � i If, � "_"� � I r, `,_,l'111,.. I , - C)14 ill zz I., . �t, FTC "'�,-.i . 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STRUCTURES Etil,"-­ t - � ___. i CONCRETE, OR I C�T IN COKWV OLDCK "I Atovovol I I I .1 � 11 � ,/4'a ANCHOR 0 :2, �; I: 0"�: I I (R ­__ . 11 - , , �" I 1 I',t�, . -1 - Ii ,l HIIAD III OlAil ,,,tAl I � . , - � � fl.", rlI ''.., - I , , I IV a, r, I I -, $4�KW *IN-* "i I 1 2� ir"'re " ­ InCkAw - I � ii E"C'e"T"i 6, I ' ;, "' ;-1 ­_ - I 4 I ", "�.4,�tE,t" " L" , I - .. � g .1 I :I .11 I 2- I i � ��. I I I'll I I! 1711 ,_ I - __ � I I i .­ .1 h:n _=1__<1j 11 It I I'..*- 0 - 0, 0 A, " - I 1 I , I �,. I .-pSW i I V11, All 4A A " . A I I � 0 I I 1 A . . 1,11 - " r El I 'Zoi 0 0 : , N-UPARATIO�- i Il'ItIll or to r1i I � jjtol : � I* Al", I ill 1P, PAR , :-- IIE Aji r I � . . 5/'O'Ll - . CAAM� 0 A I ,Hl 1-tt' � 0 ( , I .Z'r, I ,� _ " .IA"_!; I� I : � ALiJ*f*IV i Ill, 1), arvil U. ill IMA * ii - I I � , � I . 4 ol I � I rl L - I I 11 - 1i 0, AS 10 . JII- ! MAX , O`AJ4EL LXIl 0 I 1, ., L si, 0 I _1 � I , _ - - I .MAA - _ I LENGTH NO I 0 T � All I. 0 I U Ili it", I I I IA I - (1, :" -SrpkRA7*s 0 All � ID (A ASS I IT I" I I* Al or __.. � SEPARATION � I I CL I J" I/.,.- I ikuMi ol = Spot 'I" 11 11 I 11 5109 "'4 . . .-�. ­ F. L" 0 To C`LrASS 1, 1, It � It 1 ' I Of I 11, 4 r � I � 4 , ! _Ell �] I I I ! ' i, I � 1, -, __ - ED `� I ____L_ ­ ]. I. 1 I I I .-,7 - . I . I 409k;= sees /2 I.." ,eerie � , I ­ . . 1. 1 7. , � 1 2 I .11-l"11111-1, I ­ I � �- i I i, il�Ell_ . I 1 7' ._4­­!. 1 I l,, 4 �# TAll AAKHUP , .. , , � I I 1 EN I'. _ a l �' C. I. , It. -p All AtIll 0 ill, (rle�,Tloi POUll L, il . �:ow "Clif OR � I I I . 1-14 * A 2 � It ' Pol r,Aq :"ttill"T Nol r RELIA.-oli .E.Al 2Itc;1no W 111 aNTIN ISEAMION EZI WM AftAM r221w SCALE 3/8-I" SCALE 3/8-1- - 01 UJ% ­ r I INSALLA111001 AOL ONLV VALID `06 #A-.'( A E. (I 0�!�Jclt; l;RtSrLIP.tj 1,bOrOtt +I"- 40.0 LIST kl`�, li i PANEL LENGTH , a!: I I titlEIN sClillD IWAME C0WAPL1(:rictL of I ��010: I I�'� I 01 BE SCILiTHE FIN PiTti PLij, :2 W/ SPECIFIC I, I "d I W II'.! R EQl 4,,,� P'. TitiZOO, 1. ", ��..."CF.N,st - " \ No. 44 i 67 %. 1 lk * S .:� * cf� �­f ' * - ' - 10' STATE - i " , L _ - m�__ __ _____ __�� 1, ,\ ALL AMERICAN SHU17ERS AND GLASS I 24qa I VANIZED STEEL STORM PANELS CHVHZ & NON-H`Ul 1, � Rmil "To I P_ `-.I IPFI jI,l`-uN1E3F;1ANi __', XJI III(XiNT I(C)NI'- TIP TYPE AS RF!Q'UI �\ 51711".7`70i ". �ITICKINITL KP �0 t �111�1` . - SOL% WIl WO4,l /­ VAINIVIV5 rA4,TFl IP T 11, OVERLAPS 9 IN) DGFl tkl$,= ,4 APNOICHATIF SPAN 74E .. � ? g I, � A/ n -, tIVIvY f.y, ,j­ _"It % � ;y I r ALI 15611 -",- � I , 1 I 0 60ITC" SIOUNI! I � � I (CCA N TYPE AS, - J � I I .z., .. F�_�"_ all 1� , "'_,, 11441 PC Ai R�A I _ _ _ Is, " Ell /-l--\ TYPICAL VER I ICAL 1110U1`J I ELEVA I ION 1_1) 11 t ELFVATT,��N IF, -.11 11 I i fL Pill I , ". Ln �, .: , , (iFli All, -� P I., 4 0 I II BOTTOM �I I 14 -1 �� I I rl"1101%,, TYPE It 11 I I ill pi 11) I; - F - f � --7 x 3: - . i I �s ! , I - I 17101"! MAT VA1,11) .16 1 10 � . : I ; P � � `,� TOP "I NT � III lCONN TYPE 1_ _ - _ _ '_ - :_ _. '� � _'. .F�� AS FIN'D) SF ec,rr')m ftiaLow Ioznlft _11 I III AS; "i [bil "ll , ,k� r ji , I IONJ - . ;rti_EL5MA7j_f;zT7,F_;7, _PFQL�11�ii 7 \�x_1I(A`i Z01,111LIT OTLOVIDEL 74AT CONNECTIM ARIL, BOLTS "IF] IM'SILITMeRell , OI S WINGNUTS, FASTENED 0 � ItNt ARE I.M.ED WHICH $XTI � 'FY 1j .4�AP6AWl.,k6,Llt'LC,�VCSE,IRLK:lI Col OVERLAPS 0 M DSPKN Ill � APPROPRIAIIESPAIN TAMI VEI MOUNT ELEVATION 1('7"", (NOTCHED PANEL'E'l) ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: A. t)k�71_ , I"'I'll""It, ,,lI.T,,1j1AAI - , ipi,pl,r aurli. i - NPAKJMLM : t, O,lS,4�P`Nf Aoi(owtkil 011,1AIIAIKIN" ill, ,;, , , ' I , .,_ ,AN Ll ARIJIVI ,,ttA[,,t , r, ,I, , `, � l ' ' I . - t ,,, a 66 mt ' ILA FLORIDA BUILDING ME Ii High VaIaefr Kv, icons ZtIl,,li I- intil OLIENS, - 7 .. .... .. ­­_ . �Filn 24 GAGE GALVAPI(IF0 STEEL STORU - � ol � T - -'- ' ­ - '--- ' - - ­ 01/101:�T I 11LIECii �GLOBAL PROTECTION PRODUCTS, 11�� -.ff I 6, �fi'-i���i-i-C.I�.-.M,rowm,-4tA,fA.•,, IANT 1. .. 1.1.1t, ;_ ��.. 11 113I. . " i'l Ol PAN, ­ .11, �-"" ;,. :­T., - - i'A 1. : 2n -05 I- 1 t= ,,,,# 'Zi'llh, .1i , .__ , . I I __ ii =j`?l I12, al-�:?�l I .- - . - T __ - - " , ,, ,� ___ "I - . - - -L — wim-fitursool --N . WZ� 14 �10 CA, I 1.. MAXIMUM ALLOWABLE ej�,,�Z� Nil fr'.ivt vQ" Iw - — — DESIGN PRESSURES,- l'-;Z -:r-�, Ant. / �H;i .7c m. . I , ­ * . �4" I . . ­01.), I - AS NOTETID IN DE511i I DESIGN NOTES: SCHEDUI U� �5 __ ffl—'c7, T' _ '�O N - IF POSJI AND NEGATIVE DESIGN PRESSURri CALCULATED A "Or FOR USE WITH THISS`rSTEM SHALL BE DETERMINED PER da SEPARATE M�IUMMNO ;h ACCOfOAtICE Vi THE � P Rflftff,!T�� ,�Al, 1 1_1="Hi1Ni1`j1ODA'd9MR1? P41i ; 0 t.ofl.l Iti" V I ,)f rl,( rLORIDA B',Iil.t,[W., 1�00E SHALL BE US", THAN i .1 ,-i it g IWA, 1,.� TILE rEoli OR Poll WE DESIGN p ,,'A,ol FORA", 1� ?.1 ,I, i � -�� orl VAJUPS I.V,tED HEREIN 4�11-1,1`4114 I t6 "I'l of 1: I 'A 1"" i I I i GENERAL Ni It ;1L1,yl 'r, J . TH115 SPEC ln<hr[ON HAEr It Of 5 %GCl AND 5"ALL BE FA64L Li 101 M D� I I � ACCORDANCE VIM rLiEppulformers "'IF The F�."Moviwimg CON %F�Fook FOLTIC Iii USE ost to AND 0011i IV Toolit"'I"r PEN � I 02 a ?DOZO 3 _4ST TAS ZOI. III APIN 01"Ol COILTIt Top SHALLUNVIESI o OR ­i AND CION"pq TDALL LOCAL BUILDING t3IDF ANFLIDIM"Ji WHICH 1041 APPLY. DESIGN CRITERIA BEYOND AS STATED Hil MAW 'e", I IA , ADD 17.71CHAL SC -GIII I SEALED Ill EfFoll 2 No IXII INCREASE Sl AILLMoARLE STRESS )YAS BEEN IAIII IN THE � DESIGN OF THIS SY37*14. I., THE ARKHTYKITIFLIGINITIo Of RECORD FOR IM "031921 $0 EASTAMMKE WITH WHICH THM DESIGN 15 VISEDISHALL W RESPONSIBLE ED FOR THE INTEGRITYCIF ALL, Suplon't Sonrr,l To Ill L,E,H,4j ,-iurcili ! a 7 !HMABECOO-NA-MDBYTN!P"Mlrlmc.,"�IITK,Ilr- %t..AIE�ErY�sFBCjFkEsEA4j0eoa,, ,1ri,­­­­,,­lLrlt z F 'IND.T. pA.Atirnotom Los0%,"I.M."', �A "r,'', , W �.­ 0 <. � . " I'DA"Llf'Ol ;,t �", ­ Y4 MEIN. 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It 5`1`1 t r U11 . 4 t�L I . 3 A C*RF1,'O5ION i LISTANT MATERIAL AND SHALL CC"LY 1�fl * , N" M � ? i Fop ,,tt.01111i ISTRUMill SECT90M 3 3 BY THE ALLIN 04 ASSOL*TATIOPi, LIIC IS ANY APPLICABLE FEDERAL, STATE, ANDiOR LOCAL CODES, 5 � - . a ALL S'MM Poill %144LL 64 34GA STWPL 1.0 Ol A 9 5,Tos" PANCLt, SIALL ,J.Irlow to 431i ASIA STRLOCIORALEI4.1.11" R SYL .iI� IMICIGALVANIZAID COATING YHTM 4 9141PI PT;4,&% AS , 40 iA,;J.AWpamWmtATRUWONsSHl a I 6063,46 A 11 4 4" AlOil � Uj x I UNLES% MOM C"Fk"M Ili I , re. 16 ftoli OVAQUA y"QW. I- .V liot K _Il AS I39W I CuAdIVONS OICT41`11, PAl i 61! MCIJOILED lrp`tl"A:Ll fill I HOR2ONTALAYA5 APPLICABLE.I - -1 12 OMC" ANCHOAS " NONIN BHA" Sol 11496DIOEO TO MoICCIXC$t '01, � I ALL CONCRETE AMCNOU PER _CRACI E70 Ofit� . < , % VAU FFIFIXTE'UtfirAll TO 1140,ATE OR AISDI'll Auk � 11•1i 0, i I NWOMIN"Rat�OU�IA1,MA M To PREW#AT fr-rlk% ,to 11 III )tW VALMATF'; 57 IN T)OMM A& SMOYAN ONLY USE Cr THIS tiME.-IFICATION1 01 (,)O70.A,T0R tin so ; I A li ,,iAPHI 11111% APLIGINefloo, 100 - -'OST* �MAOCS - I I 11: 11 E, � -i Ai �hcefINIFirA 4s,ttio�4(iiF('�Ag"t�OAPPitLATt�EE�RES�ILTrNC,FRkI MATE.Rtm I T� i .r"","O�STItL,mo"pw.licti;otvol�orm�,- , I ill r� I I � 'AI`"r"1l:,,'1.1,,,,W,T, , .u, HID YIMN': 9 r. It. IS "O."AL COCIFS A 'No. il �� I OrnATIO", OF Ttv � I VA PLAN L I P�-� PT As Ill PESIL, Pl000nllrer� HF1ol PC AJOLOTTIONAI � I IS , ,,l A I IIIS & '4II , IFIMM It i ARE rNITCOVeD I jj�, OIL .ITf 'AllWil, '410TILULL *NQI'MOP-ARK94�7()TVxDC4<111llewI I V I ARE NOT 'Bil'"11"IttO Atul- IT ALiaol THIS -IloYy,cAYIoN �i I I 37, PANI LE "Atifflil ANWTLYLM*LECWrFHA(M @l I 1,4611. RE, I VVI it 3 T eil CONTAM ' I NCI I" FOLLOYNI 4 r MFCkRK"AFTMVWMKPF I i"I"Itilly. ti ALLAYEI &HIT715FISAND GLASS � "a' 114 ill ICEST PALM ol K, R 7K5I Z,ol,"TAS 202 Ill 203 1 N, -1 M PICINI 0, ONO"' APIXI-XIAL k0full a" t��== - - ­ - - - 11.....VISIT E-CALEJOP311543 a �,❑ 0 I � I - I � :. 1, �,- -I ­ �j !T 7 I - "19. -mmm 0 . "n�xptlst. .I— � [ 3, I I KNIMUM ALLOWABLE SPAN SCHEDULE W­mTIT�T __ _ — _--.--- _ TILP IX I AINI 7 I5 ,1 ,I1N"� ,1 ," I I !I;�� q :lI ?�, , j , 1- - t , A : i � - HTilIT' �!NI , . . ' zV 1 F I 2h Y'j 4 3; .I A. 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I , . � 2 01oll FASTENERS AAj '.11.1,:. ...I i 4 jlW 1 "'_1_ 1 p- � C.'Oh)tJkCTION WITM ALI SOCIIIIIIPYI L,I ft`,?,lit.ri!� � ,4000 1 III- fril � STI-Joloill ANGLE. 1! IC I Ll' .11! 6 �5 _1_4 0 C PANEL F451ENER SPACIN�i TfliYE I`Ill ?C41 I ALL ' ll AND ',r-HEADERS flAIC-Lil "I"'I" our � * , I I DITICINS) 1 � I 11 fAA IN . I � I ", I ­ ' , TERPOLATICION, SETWEEN I o. 1, -_ ,� � _,TOR f CITHOPPoll i kl:,,�_, , I , - ___ . FoWYLISKill I 1 Ul ioAr .... I "i 111K .1111A, 9 GLASS SEPARATION NOTES: i"11 if I "ItOtilk , - I - NI Flo SrA" SCHEDULE or" Pi t T I ,,E [1t.jC.N I 1.41 - - "I'll PMI"r - , ' LIP I-, �1111I`lk,- III LOWASLE SEPARATION FROM THE 1111111i TO So, aoyt0Er) "i ­-'.~', i�, '", LOAD - 05 Gol '_>,4�, ,,v,,Y`l . OCHI 1,1.1f 11 Fol'QUIRELD FCIN USE WITH POSinViLl I" - I -MI C041ERK-LOil(,-ihkTV,tkhLOADSISACCE,PTA&E.OV61E.Wistkls.r,44t""I,i"o.A ll� ii; � � I CON IN' I A, I A : V �, I I.CT III DE OF THE AIVNZ AND OU ISIDIL OF ESSE 4 f rAl� "Al � 'V It THE GAASSI SEPARATION ."J"' ' I T"' , t� FACILITIES IN AS I I, e. tNI - /C'" ! , " A,�,%��, 1 scv= is lite -isuft ��4 " pe C=4,0 et�ir, ,, ?I I LINIMAim SOOAokylm PAC" THE IN To it, - ,, :5 t2j_1t,IP_._-__- ", L_ I I , I � "4, " I QQPT _JDNALL INTERIQB FA$1E.PJ1L1G D A_11� .. .- _. _ I NJ il I - ,,i ;n I ,,,� I � ., , p � i � I �1. = I ,L-I i ic t, , . IS 'n 9 L 7 4 ? j tl, AI I 1��, i"'ri !, ,Z " , ;5 Z, 4 � � - ,,, _I5 ,,, IO­ I'Ll - i: � ) � I Clif � I . PANEL - , 2: < .. , , 1 " " J , . 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I., 6AN" v i1 I 1i 41 SIT D==Mull u , A.111.1iFT_­. .- 3 S *"Ia .a `2 --3"-Tb' IGI tor" 1,1 Y If,-i ILIA` ­D' axes' 36,0' 10.0 ol 1 "' `0 11i'" 1. 10F it T, W ;�� I " " 1`1 sas I,.. Ia. 5i 0, 4q ILIZEI J.S 16, O�: E JAW :".,:: S. ,.: I 1.z1 FI: .6-'* 2S"-I— . s 11:1.01 Ii 11 . El I 6- 0, i a+i Iil Ms 2 1"ied .-,o, ty . 3 Il 107. 40, ol l. " I , 7 5 I I IAi! � I sSiso I7I'I.'aIAcwi -_2- ', 1 f I7WI- I -']9 a!",I I" , 300V, I1) "'" - -_- ; _- "."' "'.-,0 LiI Ilw�rr--� II---­ .1I 1111. I. - 4, .LOt, 916x� 4 S SI. I I, I S%Acal� A L &S'. -4- 0 9 111, 41iL ", 4Ij IiiF _ I&�i 11 5 L.I II1 a *II 335 4 -i 33- 2 I r � ANCHOR NOTES: =1 ;7 x I i HI 5 . I' AncHaRso-EEPoLE Appil To ALL pif000xit, aj,7ti, ill I tifiTi Ki CAA I ONINX ICIES V) 7 3 i ,.,R 4 N i ' AND rRiEn0i INUKA! Lit MAXIMUM ALLONVAIMA hgC"CR SPACING, MA4Ml A"J,VAELt .PAN. IN SCHCOLNUE Sholl APPLY. 1PAN FNIERAktliM$C)4MLE5MOONPW*t.FASTENER „PA(I:PJG THE f9I5TIrIG9"TRUCTUi ITkkl.%L,&AWtCNrWPE SEI.E('TCtPGULtAOGItEATS%TITAN CIR ".AI.7QNEGATIVE DI!5IrY4 E2 I 1.04 (I 'IN �.MLA I ELI ALNO SELKT Illi GREATER TOtM OR EQUAL I') 90,11 I 1% SPAN, ELECT ILI CONNEL'Itil rYL`F PA4500NAPPACINUATT MWkMNG COf4YMCN 'SEE MIDOtMO4 LIETAII 2: r Si 2 FOR BEtwipj(�Anofv Di Cowill NON TYPI < I 'PAW FASTENERS* W STUDS 0-51i IN MN3UNr,?ION WITH ALL MOUN,nW 1IMUSIONS I'll rRAC1(,SIuOoLEOANl ETC) al,1!625 I! PANEL FASTIESERSFAMPIG TABLE vAl FOR --i I III *V'U'..eAC*"(]W,LU(JINODU1U!K)UTILQfg-MTL045) < 4 ANCHOKS'.44AI L fif IN I'll BID IN A(rDIVIDANCIE Will MANUFAI-71.11111i RECOMMENDATION& 11ILLOW LV>.tOD5T',Tf4UCTVRE5tO,t.LCONFOMTCIA67HCWDLOCK 5 i 6r PIRANUM 0,11"DIIIIII SHALL BE AS MOM IN ANCHOR WNFOI EZr,MEll AND C0,64 W574i FO.-LUri STUCCO, FLAN , MUC(,AINO OTHER WALL 7 NICHES FINISHES StIALL at ljorl IC . i/4'l Ill Fl "ES INALL ..AlIALL-IrEvEltol Ot"Pli WAIL I ii Z ; i I yp it - ADEQUATELY LCIADS TO HOST 5TRUCIoURF � � lAl 4 I; OC 00"ClUETE Alila4005 N01 ED HEREIN S�il BE FMBFDOEr, TO LN ritACI(FO CONCRETE 'At y I I �. 9, WHERE EyESFINGSTRZICIUREJE, WOOD FPAt4lNG,F.Wl�,InN(;C'WnCN6PAAYVkqY FIFIC, " I 1,� VtRlff III FAST IRE% ARE INTO A DIEQVII WOOD "MINO H111MVERS, NOT PILTIPPOOD F'A*TfhM TO FLYWMD IS ACCEPTAINU MY FOR $lot CLOSURX Pilli 0 I � 10 WHIKAPICHOPSFO.SrP.NTOMARWWFA"OFSIUC)FIkAKNO,FASrft&kShAiLOCLOC.Attt)im 111f, i FRAMER OF NOMINAL 2* X ITH TIN. L WOOD MD I EDGE DIST All IS ACCIF PTABLE FOP. WOOLI FRAMEI -.OUr4IESUC OR GRFATER OF11i I VOOOD67UDSW , BE Mini LAG ��Cll SHALL HAVF FWti]PS PAN HFAD OR HEY HEAD. TIP I &U. 11fil r, III RE"Ai5LEAtIO-K)FtSPM, INEWAILT PANE LMATE, ALL POINTS SCILICI-li 3 INFILASS BUSHING ji , LI MACHINE F,:REWS SHALL HA& 0.1 Mairriffurit ENCIACTEMENT OF TM, ni THE fill QMNowN%Wy,;5R-W D S. Ig rl 0 All OPONAY IIIAVEET741EPAPTA HEAD W06PER HtALI lSIDEVIALK 6101J DEB14 CFULSS NER 11 IIINIANIMEMILIOMENIMIIEME SEE eNCLU SIMCO OR 01 HER Iiiii FINISH , __ 20-31543 14 m OEI TEE ANCHOR CONDITIONS vmI04 ARE W7 40CIP70FILIF USES. �- , I *� 01 it DirvoNst. col ��u ,�,Moukil , 1 '4t I V II NLN I I I IN C5 I PER wrli 0 FOR us 0 WTT14 THE ANCHOR SCHEWLIES USTM ram 11-Il', ,'Er, I I ti I FP� 1 2023 ' ed thE'ii 0 0 ion'It\/ _+_ I (D (n M (D O III-#'- % ol, _0 (1) C::L 0 L_ cz -0 00 - . _= 0) _+_ 6 (3) — I (1) -L-- = = M - M 1I (1) -0 C) 0 -0 -0 i 0 " — -- k I 0 CD_ = -2 3: = r__ .0 U_ — M I -+.- M .0 0 M > II __ i �11. = `L 0- I M _+_ 0- F_ -C) - = cf) Ill (n 0 L. W C_ -+--i 4--i U) = I > 0 L_ W 0- CDL < a) Ii I C: =3 _0 M L_ 0- 0 (D U) " co = W =_ < z z < __j I SHEET NO. SH 10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF y:� •,: + �; ,� �.. MASONRY WINDOW BL)CK- ;'.;, �, 2) SEALANT JOINT 5) SEALANT FROM •; .' : ;c;; ;�'; •' INSIDE EDGE OF WINDOW FRAME : ; `; r' ► , WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE' 6) TOOLED SFAL ANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TC WINDOW BUCK ALL THE WAY AnOUND, INCLUDING SiLL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE ,IAMB. SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HouSEWRAP STRUCTALATH TWIN TRACK 2.5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER WEATHER JE BARRIER & LARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONS (H SELF -ADHERED FLASHI BY LAPPING DOWN --^ •. OVER RIM JOIST AND U10 WALL BY 6 iN- WEATHER \� RESISITIVE \ BARRIER SEAL TOPS l)F JQISTS UNDER DECKING ED FLASHING {SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW W P01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING ----� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF ADHERED FLASHING-, OO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0 in each detail that corresponds to the numbered items In the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as npc:PSsary NAILING FLANGE SELF -ADHERED FLASHING 82 W PO4 M rt.r�rnlru rr-narnl�a 2\ SELF -ADHERED FLASHING FwP07 DECK JOIST 2x FRAMEWALL--- TILE FINISH---, 1/2" DUROCK 8" CMU -- 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN V-4" PER PLAN NEATi 1ER RFSISTIVE L3AHf;IE. R SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERFOR SHEATHINC; . 3/4"-1" BEAD OF CC NSTR. ADHF. SIVE TO BE A�PLIED UNDER --- THRESHULU OF D( OR AND RETURN UP JAMB 6" US = L 1 101) NAII BRAND / OR EQUAL WEAT 11 R PRUL)i CAULKING 1 SECTION -A (SL E DE: T 'wit WP02.) SELF-ADHEREOUlf. THING SEAL TOPS OF J )ISTS UNDER DECKINC, (SEE DETAIL WPi)T) SELF-ADHER SELF -ADHERED FLASHING E XTERiOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SHOWER SEAT WP1 1 SUBFLOOR WINDOW UNIT FLASHING REQUIREMENTS - SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall ��.•� F3FAL1 or cc�NSTF; (0.6 cm : 30.5 cm) include flashing as described in Section R703.4- ADHESiVE TUBE APPLIFDUNDEFt -SELF-ADHEREt� FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6°. USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR ECAJAL WEAi HE EXTERIOR PROOF CAULKING ----- iI -CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of ��- SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. -� WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other ` approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where pints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other a roved water -resistive barrier material shall b cont'n o t th t f II d t t d t tr t' d b Id - RiM JOIST pp e i u us a e op o Wa s an ermine e a pens a Ions an ul Ing appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper_ The 2 :. - -�' 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING W pQ2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, �* MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED 1 NEEDED IN CORNERS ADHESIVE 1 INSTALL sEl F-ADHERED ASPHALT ADHESIVE F I A SHING ,IANIR A HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self-adhsred membranes and mechanically attached flexible flashing shall be applied I't.A, HIND ',I E FLASHING f-SELF-ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes F-LAM;LD WIN0L )w7 I g 9 PP (SEE DETAIL wF'O1) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF•AOHEREDFLASHING, �`e J3L C;r+F FCn:.i1rJO SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE P4PFR rof.Ap s EXTEND A MINIMUM i' AO:YESWE As SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM Id BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall - finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings \� shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration �4) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 S not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. ('� SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. W P05 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/ `DMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground - 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 / . 6.6.At wall and roof intersections. --- Watw Resistant Barrier 7. 7.At built-in Gutters. 'LF-ADHERED FLASHING -I ITCH HERFD FLASHING ^� l I l ;2 i4 W P08 PLASTER STOP •f CONTINUOUS BACKER --.- ROD & SEALANT �A ;TRIP OF SAF DRAINAGE PLAN r� 4, • Foundation Wall, , .a FOUNDATION WEEP SCREED i E WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO y THE VERTICAL SURFACE TO TOP OF `y i i-AN(A.''AS AN AIR RARRIL'R I j I , C 3-1rt INCH FLANGE ' jlq E-- THII, GAP IS A RESULT OF NATURAI SHRINKAGE. LX) NOT SEAL DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND Lath - - Sheathing Stucco oK Mtge] �161 SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (UP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANi BARRIER- - - Sr.LF FURRING (SF) LATH -'-- PLASTER ACCESSORY SIIL.A It0NG. TISB', Pt YWOOD, DENSGiASS (STER STOP NTINUOUS BACKLR ROD EALANT ME:NTITIOUS FINISH STRUCTURAL FRAMINI-r STnUC`T1IRAL SHEATHIW', STRIP OF SAF UkAINACIF. PLANE WRB BOND BREAK WRB SF L-ATI.1 WP10 Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottorn of 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 2 1 2023 iew Assist. Inc. 1pleted and appl the 2020 FBC 7tl ,le Klahr PX2300 W -0 > tU o ao a o .� V Co cQ 0 o a o t` 0 to p > o .,c U) Q cr) ■ CU V CU > L. ■ CL Q. -E"r o � o 0. Cn ca CIO LLJ Q Z Z Q •.J CL SHEET NO. WP1 no TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COA f SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED---_ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"—, ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN---------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSU STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN `v co HEAD WALL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS-------- STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN ---- SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---- — WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS-------- ROOF UNDERLAYMENT TO \ TURN UP WALL MIN y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL z 00 6" RAKE WALL WP12 `v c0 RAKE WALL TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP--------_ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER ST HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN WP14 -�v� n„ FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL /11 TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE FLASHING a UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE a0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE "0 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE Z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN -0 TURN UP WALL MIN 8" 'v co ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING -' PER PLAN "' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" ' DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE - H I N LETSIDING W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP c0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FIELD FEND PANEL UP 1 1/2" FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 'Z' CLOSURE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL d C0 REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMANVDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING COPINGS AND SILLS. PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESEGENERALLS ARE GENERIC AND MEANT TO SHOW FLASHING I AND WATERPROOFING METHODS TO BE USED. -STANDING SEAM ROOF TI D I N WP 15 JUL 2 12023 Virtual Review Assist, Inc. Plans Review completed and approved far compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 -1- 0 N O N N L O .a Qa V U) . A2 cu Ca N aO � 2.O 0-O O �c U- O cu C i Q� O L !Z H -0 'O cu CI) C- Q hJ a cn ca 0 Q U L Mcu W SHEET NO. WP 200 STUCCO ON FRAME - 7/8" 3-GOAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR-------__` TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1 °-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKI COUNTER FLASHING------\ CO PAN FLASHING 6" MIN----`\ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING ►,::':' TURN 3" UP BLOCKING TILE ROOF PER SPECS----__ 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL -12 HEAD WALL : ROOF PER SPECS AYMENT GLE OVER GE 1EATHING N GE FASCIA HERED WRB TO : OVER WRB ON :LOW JM BRAKE METAL WRAP \CKER ROD kLANT 'J' MOULDING :F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. .0 > L V WALL SHEATHING PER PLAN-- WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED -�--• SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER COD- 2BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C CU -0 0- -1� PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO 4' W CU U -1.-to �--• STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C Ca SHINGLE WATER RESISTIVE CD -0 0 BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O O -�—LcD HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 5- C O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL ,0 U- FLASHING C) O HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE C`*- CU COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .Cn p >Q FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED +� Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE C6 �+- 0- LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING — PT 1X BLOCKING---- APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL 11 ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE ="N 00 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO ROOF SHEATHING BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 -011 W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE ' OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. 'kUU 1- C U V C Ur- I AIL W P 18 I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL n_ 1 r-nn FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 2 t Virtual Review Assist, Inc Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 zi w z z J IL SHEET NO. WP 2A