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Home My WebLink About6309 Ten Acre Ct�ALILi✓L1tJ{ JIilll.&L"U.A .14 Ji IY..s - -1 16 _.� - A l :,.d.l Y : ll . a Y - ei� 1Lh W ld �.�iiar a Ll. li y.L �w aril 1 _ ,{.el_._ I i _ALi ....�i�11> YL..w.., 1. �.. L ,_.u.. _ - u - - -1 : a,:a�i1 eyi •. .�� ■I� .: I �s 1 ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER L NIT 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 CONSTPUCTION 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 SQ IN - 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 I SYMBOL LEGEND: I �A = STAIR CALL OUT HEIGHT OF Zo STEP DOWN C = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT SCHEDULE ARROW SHOWS O= KEYNOTE 3ALL OUT DIRECTION OF VIEW ELEV NUMBER *�Z� qO = PRE -CAST LINTEL CALLSHEET OUT - SEE LENTEL NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 �--ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 1 SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ 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: T-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. Et4t4ARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLANA2 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 1 STAND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS 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 SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS F�ECEiVED OCT 0 3 202Z R/\ SEP p $ 2021 vIATUAI R i:LW 4SS'S" Virtual ;fie view Acc'c c, t i,;X ce Plans Rev i nce `with'the 2Q20 F�3C 7th for complia Edition by Debra Anne Klahr PX2300 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. A' 11'0_ ` -0 M E 0 W i ' Q MN vi It '' N 7 d V A� t pM W 5 0 U g .N t Ua8 ' mQ ^` U w �< 0O E�N N C W L rz,F m w W ww~ w20 w YZox z LU (� W �? ��p�a�U_VO�_jo Q 0 �pxJZx 0Z20°I-¢~ �W0�OzpWpjmZj�U 0 pacnww�inwXQp -1 0 z ~wpwHV5_wwag� o� o 0 o Qg O O Z N H F.:M O Q w M L0 �CL w-ti z 00 Z U H LU W CO mi d' N N O (V n N i O 0 00 c� ao 0 0 0 � 0 0 0 0 0 0 0 N N N N N N N O o5 6 o0 M r O N O "- O '- M N T r O o O o 0 0 N N O O o O o o O > 1 N C+M 4 6 6 I� W Q z z a V) Q cV 00 M (V C S LAST PLOT DATE Apr. 26, 22 z W U� 0 O W~ mo �__ O� z� W zz g� a. z =Q F_ COVER SHEET a z z w N 0 OU PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN O REF O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 811 x 8" DP (1) #5 CONT. O MONO FTG 20 x 20 DP (3) #5s CONT. O PAD.... _ 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" x 30" x 16" DID #5s 6" O.C. EA. WAY VR/\ SEP 0 8 2022 VIRTUAL R,.::LW ASSIST Virtual Review l; f Plans Review coy of eted and -C,,,-,i..d for compliance with the 2020 FBC 7tt� Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0" 75,�_ eeA "l CV N F'�� t A, - • t ' v , Z. O co tp Z ,-� w " O w 0 Z Q E .` 0 ^ o 0 �McN)4- ti o dM oM4) L p. 8 R -2-2 O U-8 ZU � 0 "Q < •:^n` f ' W 0- st v, W p Evi 9) L w (' W Ui w WO= J0�xU`r0LL_j0 Q Q U I- I.- 0x It 0Z�oOH a&0xooW00Z ��vQQ�a ZLU m0L QQ U) Z itQ J�aj<w0OWUa. �OW Qpw LL �ZWZ 2H�wOQ 0LL � 0 o�w O N Z O~ 5 ti 6 F co Q � M � 2 U) W Z f-WaM Z> T_ < Z U F- WWJQ 0 J. N N O N i ti N i O O O (0 00 N O O r O O N O N O CV O N O N O N N N M W th O) o0 O O cM �- O N � O M 6 0 0 0 0 0 r o :I 0 N 0 M 0 '4-1 O LO O 1 CO O I�- C 00 (D Z Z —Z9 _ WL wwv) > O vo-o F= Q o a L� Ow�Q Q Z ~m0Z LuF N UZ�W 00 �2ZW M a.ZZU_ CV W N Q O_j�z VS2ZZ .. Z =ao U Z Ov o g m Z AW J W O " LAST PLOT DATE Apr. 25, 22 Z'O FOUNDATION J PLAN B 0 60 A3 0 CV 19 ob N 13'-3" 30'-0" �I 5068 D WALL FAMILY ROOM 16-3" X 15'-2" 8'-8" CLG 0 , N 11'-1 " SH25 HD AT T-4" EGRESS BRG OWNER'S SUITE 11 WALL 13 -0 X 15 -11 8'-8" CLG 14'-2" L A 4'-6" 5'-6" & T-4 3/4" LA7 518" NOTE: PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 2'-0" TRUSS SYSTEM FOR A 2X8 W L MAX. AREA OF 1000 S.F. CPT. (PER FBC R302.12) TILE — — —TILE 2X6KN I��C�'IE� __= o� � —_ WALL OP 9'-7" X 14'-2" N AT 3 1/2 '-g�' CLG REF — wQ 5A76 WALL z r a f RANGE W/ OWNER'S " 1 BATH 2868 CAFE � J ii O HOOD . 8'-6" X 1 4'-2" 00 8'-8" CLG O • TB S3 �� ---- TILE _ CPT. p 1 N ii 2 A7 1 LIN. m PLUMB _ a - �W cCO.i A3 STACK _ WALL 7 5/8 It 3'-6" 10" 4'-101, 2'-2" L2'-10" 5'-8" 1'-11" 3'-7" 3'-4 3/4" M 7 a 0 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CAI LOUTS & DETAILS m00 W Ad H TIE BM AT 10'-1 �� : • ►N 9.1 t♦� AN, w :� •, �S.Yr,.SY.'.'.•S�.•n❖.,.•�..5'..•P.Y.S.�,Sv.•?:SSe ' 1CA.YAS...':S•r�7t,.•,AS...Saa.•XA•ay.Y,aY.•a•.r.SPhSytl,ls.,,•S„a•.ytd�.,..7.SP�..Y,l.•,O;t� �I 0 4" INSULATED W/H 104 OR 04 RATED DR STRIP AT I ATTIC PROTECTIVE I IMBRIGWALL WO-1 WALL �_'SLOPED TWO CAR GARAGE I LOW 0 4 ICI Lava' v 1� FOYER LINE OTIE BM F GARAGE IN AT 10'-0" ...• ►�16070 /ENTRY . . 1 �� • 1 . o 1 TIE BM AT 10'-0" m� W 1= a FIRST FLOOR PLAN - ELEVATION B DRAIN SHWR HD & VALVE 0 7 5/8" bo LO S6 A S3 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION B 1 /411 = 1 '-011 : R-11 F.G ION IN ,DJACENT :SPACE : R-11 F.G. ION IN R WALLS, 4G BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 0 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ: 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 R-11 / R-13 KRAFT FACED (GARAGE / LIVING) VR/\ SEP 0 8 2022 VIRTUAL Ri::iLW 4SS'S7 Virtual Review Ass,,c' Plans -'Review compieted and for compliance with the 2.020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 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 N O CQ N *.� LO 00 v `Y - CD 00 2 ' LO w w i J ry Q w 0 Q W 10 C? U M N `1 N � N a U C)� d M 2 ;✓ r Q O �t U°'< .N pg w QN C i o E� m o 00 LU W wWLu WZO W � 00WV a 00�Xu.0uo �_j0 "X00¢d(DIX 0WO020Z rnwaw8—wxaz O z ozzoWfra AZ � ov0 ao��wQQQ 0� o o��a 0 O Z W 9 1-- D ti co O 0 Qco rl*- LLw ti f— a. co Z U ZWo W J O N N O N ti N O 0 W W 0 0 0 O (V OHO CV N o N 0 N 0 N 0 N N O N CO O Lh O O M, 1 N O M 0 0 O 0 O r- O T— o 0 0 CD �; o 0 N 0 eM 0 'I 0 LO 0 CID 0 ti 4t C (n z Z o W0 Wwv) > U_o-o H —0 VJ IX LLIq3 HQ ZW co 0 Q N ! V Z g J M w W}W2 >.<Wo M Z Z u- CV w N Og2z 2 U°->-' z . Z Z Tao U OU� o m� IX Z z A2 J N W r LAST PLOT DATA: Apr. 26, 22 z O 2ND 1ST & FLOOR J P�AN B STAIR SECTION 1/211= 11-011 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE m W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - 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. — 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (MS SS))T (`I STRAP EACH SIDE) CENTRED W/ (13) 10d 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 TYP. U.N.O. NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN SEP 0 8 2022 VIRTUAL R(.IEW ASSIST. Virtual Review AsQ;si l; ir. Plans Review completed' aQd- c ed for compliance with the 2.020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N �� 00 • ' LO .... r 0 l NwN 1.6 z Q t1N, 0 PP)^ o W L c'0rt U 0MN d N V � C3�° d M Y/ 2 -2.0 O LL-8 O ji1 • N Q t U •_ d z N w 0- C N o E^ L a '101 I-WW Wo � Ywzx zta J<O?i � z 0000 aoz00- <ff rn z �zzLL0 R080ZQ 0 0, ��Z LL �Ha0W OO w 0~ �D L) -Wz, , Q X 0Z l Q LL� O Z aQLL O z N OW M O M Q L6 I-IYaM W a- 2 co Z U Wz W JQ O J N N O N ti N O 0 06 CID 00 j 0 O O e- �- 0 0 CV 00 CV CV 0 N 00 CV CV CV 0 N 00 OO Ln , 00 O M V-- CV O M N C6 0 o r- 6 O o 0 0 0 0 0 00 U)_ Z Z Wv W W to > _Uo—� H0 a. �� (n ZW�Q �w�Q O w 00 }Ix2 � 2 Z M ZZw N w N Og2z r— Q V�zLU z � z �Qo U g a oU 0 m Q Z A3z Z w J N W r- LAST PLOT DATE Apr. 26, 22 Z 0 DETAILS 30'-0" FTFr_F 0 v SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1'-011 30'-0" yV,9 U U U U U U CJ1A CJ3A CJ5A CJ1A CJ3A CJ5A M U=1063# E rA U=1063# Al A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 Q BOTTOM CHORD CAN BE REM DVED IN FIELD IF NEEDED ATTIC A1A (ACCESS All Al Al A3 CJ5A CJ3A CJ1A 0 I C*4 A4 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U=1008# U=1088# A7G C3 U LU m EJ7A C7 - - 1 /2" io U U 12'-0" 6'-0" U 1'-2 7 7/8" 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1'-01 1 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT Zia TRUSS HELD BACK 3/4" PLYWOOD i__ 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB CUT// HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 TRUSS NOTES: General 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 MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "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'S. 4. USE HETA20 FOR ROOF 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 Will OR "MVK" ARE CONVENTIONALLY FRAMED, PLEASE REFER TO ENGINEERING PACK FOR DETAILS 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 ;NSTALLATION 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 SEP 0 & 2022 VIRTUAL RF„!�W nSSIS7 Virtual Revi&,^f,4C:c c71 r;,,. Plans Rev;,=\/v coinoleted ail z •k,. for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -1311 30' Span or less 30' to 60' pan Spreader Bar 60 degrees 1k or less 01 I_ _ I I m 2/3 to 112 Tag line span arox. 1 Tag line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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" O.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-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FLOC 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 $MINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY • _ Il %%/////////g LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER —� CONTRACTORS OF AMERICA -- -- 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DER PAGE 7. DATE 1 2 16 201 "7 1 LAN# 333525R S1 A4 "-1' N 0 N N 1v LO p 00 9Aa .9 a r.. yy11 E -h Z `4a 4 .:Z AY`. .i�•�t� w 0 Q E (11 > L. 0M 0 N V M A' E 2 p 8 u_ o �i Uds 0< E W L cO 70 C 009 ) 4 V, W N w oLU � W~ Q0: W Z W 0X0Z W JIUO0U0 p� OOoO0W O Z W�m�?Zp �ll'Q �aO �o�ZWQo 6ftjW LL �J O p QoLL � LLUj O F- LL i O Z N OF_ U5::)ti M 0 O M QCO LL (1) r F-�iLO M W M 2 O ZU< ' Z W W� O 411T N N O N i ti CV O O O CO 00 N 0 0 IN �� CI CV CD N CDO N N O N CoO N N O N W O In O O M N O M N 0 0 O 0 O V O 0 CC CD C L0 V ; 0 0 0 O O O O 1 Cr 00 u) Z Z _Z LD CDT i___�� Wv w w v� � Uo—o F— Q 0 6_ zw�Q ZX1� Q Q =M02 N �Z�W >2zi M iZZLL N w N Og2z 2 Ua>_U) y<0 z Z U a OU o m � Q z A4 Z W _j W N N LAST PLOT DATE Apr. 26, q2 Z FLOOR 2ND ROOF J FRAMING PLAN B a ROOF FINISH PER ELEVATION 12 ROOF SHEATHING ,75 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 SOFFIT DETAIL 6 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 (V o N N N 1'4" 2" 2" 1'-8" FALSE FOAM LOUVER DETAIL TYP 8 6" 1 " 4� 1 4' (V <V O 00 O a0 EPS N FOAM iv BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. ROOF SHEATHING (S)A23 MTL DRIP EDGE - 2X4 SUB -FASCIA •'. 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 1-011 4 = 1 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 0 0 0 8" 1'-0" V-0" 1'-0" 1'-0" LEDGER DETAIL 11 8" TRUSS HEE CASING BEAD WITH WEEP SCREED OVER FLASHING ---__ ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE FRONT ELEVATION B 1 /411 = 11-011 12 511 8" TRUSS HEEL j111111111111 ELEV AT 18'-0" T.O.P. 1 -0 a - 7/8" STUCCO ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF CONTROL JOINT - ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO ifl OVER F_ i�- MASONRY ELEV AT 0'-0" ININ Mimi IN INININI—Elml A/C UNIT AND PAD 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 = 11-011 T.O.P.ELEV AT 181-01, 8" TRUSS HE� ELEV AT 10'-0" n■I■nn • • - iil�ll Il�li III�I■III�II ELEV �111 Ip�11� AT 111�I11�I�II � mn�mrn ELEV AT 0'-0" _ 1 ST FLOOR FF - 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0"J AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12'-0" 7/8" STUCCO - �_OVER FRAME ONTROL JOINT 1'-0" MID WALL WEEP SCREE GRADE LINE 1 RIGHT ELEVATION B 1 /811 = 11-011 12 51 _0 16-8" 7/8 STUCCO OVER FRAME r CONTROL JOINT - - MID WALL WEEP SCREED ti ti GRADE LINE CLEFT ELEVATION B 1 /811 = 1 1-011 13'-4" M F_ 5/8" STUCCO-7 OVER MASONRY 18'-8" 16'-8" oW (V = CONTROL JOINT - 5/8" STUCCO OVER MASONRY Illrl��., IIIII�III�I�IIIII�I I�r,_,_ 1 1 �I 4" STUCCO BAND WEEP SCREED -0„ 4" STUCCO BAND 5/8" STUCCO OVER MASONRY \- 2'-0" A/C UNIT 19 AND PAD r` � imm�� SEP 0 8 20, iatuna.;v!EW n;SIS' G i Virtual ReviE�w , Mans Review comuiEted and for compliance with the 2020 FBC 7t h t-dition by Debra Anne Klah 6-11" 1_ 7'4" SLOPE 5:12 SLOPE �5:12 LUd r OLo J 15'-9" 0 N---- T-0" RIDGE VENT SLOP 5:92 am � I 10'-0" RIDGE i q VENT --- ENT--- — — — — — — — — — � � I � � I I SLOPE SLOPE a77 �5:12 5:12 OJ L RIDGE 6 VENT " L — — — y�,�c SLOPE SLOPE �5:12 5 — — c0 DROOF PLAN B 1 /8 — 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH 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) ROOF 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 CALC. 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. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC EN VENTILATION cLORIDA ATTIC VENTILATIONBE IN BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N r„ co N x Lo l > !g O R~ t 00 Lo a 01 W W ❑ z a n, W i E L `! U 6 5 C: O 2 O LL r Ua V) �1 %� w Q � ti �/ C N C O W C M a 4 W W ❑w wo w0¢ ° m ¢ Yzp z (� W Q Q 0 F- �=� Jco0��0L_UOw_jO Q 00X Z UWtL O Z 20O H Q (yv)Wg0 02008ZZ U = 0 0 Z na jLL�z¢p� aF_ pW V5ZLLJZ Q O Z W OI_ Fo D ti O M Q U) co � Lq 0< I-M Of IL 'r'- Z0 W LU J 0 O N N O N ti N O 0 c6 ; O O O O O r' O N O N O N O CV O N O CV O N O O L6 m o�NCo A" o N O O O O •- O � 0 CO 0 '^ V J O �o N 0 M 0 4 0 to 0 6 0 I� co Z Z O _p O Wwr QWvo > �--/ O v Io�a — < L� 0wTa Q Z �mOZ Z � J N .00 }Ix2 Z M � m W Z Z LL N W N Og�z Va- zz z �a0 �c g U OU O a W z Z A5 W _j W N r LAST PLOT DATE O Apr. 26, 22 z o EXTERIOR ELEVATIONS B & _I ROOF PLAN r; 4' 6'-7" DISCONNECT WP GFI FAMILY ROOM - F •�� C V OWNER SUITE KITCHEN GFI AT 77 30" A.F.F. db I I III1U I I I I o TO co � I ' 7PP B 0 0 C5. DINING. ' ---- ROOM GFI A I : - 30" A.F.F.: __p_ I v T-8" T. ?P4W�D 2'-3" A N OS.� M TO 2ND FLR ELEC l ' LINE OF FLOOR ABOVE 0 FOYER I r �a ENTRY [�WP ANTRY UTILITY J�GFV A A 2'-4" r3'-l" �, N G 6'-5" ail LIGHT AND _ SWITCH IN 0 �- — ATTIC 10 I L—'— — J ELEC I PANEL 110V CLG 9 ' MNT. OUTLET I GFI i I I i I _ I C) I I 4 uo I I i FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0" METER LINE OF ROOF Mr[ �IAI SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 11-0" 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, 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. 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 01 200 AMP #12 copper to 20 amp ckts 10 #10-2 copper to WH 01 #10-3 copper to Dryer METER 2/0 or 4/0 SER Aiu 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 SEP 0 8 2022 > VIRTUAL Rc�!LW A 31e\3. r Virtual Rev i(1: w A s Q . Plans Review' c-omoleted ai,d for compliance'with the 2020 FBC 7', Edition by Debra Anne Klahr PX2'-: o ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1 /2" DOORJAMB DUPLEX OUTLET TRIM --- BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz 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" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL {- CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL �} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR -U-18m UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:R 24" VANITY LIGHTING 5;;;: 36 :FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN ti� DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION 11&3 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR ED A/C REGISTER l0 THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N <55 <Z50 " o a0 LO t _3 z Uj '. 0 w 0 z Q V) 4)E a) 6. 'O C`? U `T M v ai me. rMO B _O U .t •nN` LU Q'N C W i 00 EM 70 a ^1)aac LU W Lu JwZXU_?�z 0 LU OaU_VO_,0 aWw 0LL 0 0 Z 0n.�V5wwWV5It _~WO<0zizowVw� ¢0 LL O o =5HP LL� 0 �QLL 0 Z w 01-- (n O CY) Q i/d. LO H w M_ Q>- QQO Z U w W J O 0 N N 0 N ti N O O ao CO o0 O O O r- •" 0 N 0 N 0 N o N 0 CV 0 N 0 N 6 N 00 O Lh I*M O � N O M N a� o O cfl C '^ Y / ; 0 0 0 M 0 0 0 0 N d tci C0 I� Cr CO (n Z Z owO _ e O vo�� O00 Q d Lr)Z ^ i.� rr�� V / O W x: '7 H Q F- W N l�nm0Z V Z W 00 5.<W0 iYi �ZZLL CV w N Og2z z U�->_C0 =<O U 3i Z :5Ov O W � Z Uj w J N W N t— LAST PLOT DATE Apr. 26, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN B 1 1/2" FILLER CV r "v P! 3'-0" 1 1/2" FILLER T-6" REFSPACE VERIFY W/ MANUF LJ IL T-T 2'-6" KITCHEN 1 /211 — 1'-011 4" BACKSPLASH HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 2'-6" 3'-6" 1'?OFILLER N / o \ / \ ci HOOD 4" BACKSPLASH--� ° RANGE 2'-6" KNEE SPACE / \ / 3'-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 5 OWNER'S BATH D111 1/2 —1-0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— ELEV AT 18'-0" _ T.O.P. ELEV AT 10--0" 2ND FLOOR FF - ELEV AT 8'-8" _ T.O.M. T-0" 12 2'-6" 1" FILLER SHWR HD -� PRE-FAB SHOWER PER BUILDER VALVE 4'-11" DOWNER'S BATH 1 /2 — 1 -0 UNIT'2382 - B, L & M' - BUILDING SECTION 3/16" = 1'-011 2 KITCHEN ISLAND 1 /2 — 1 -011 CV ap io CV - ih cp N 0o 0 c0 CN M I I I C7 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BAC KSPLASH / \ / \ 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER 7 BATH #2 1 /2" - 1'- 0" FOOTING SIZES AND RE -BAR L C C KITCHEN 3 1 /2" = 1'-0" SHWR HD WALL PRE-FAB TUB PER BUILDER VALVE SPIGOT I 0% T-4 1 /2" 2'-9 1/2" DBATH #2 1 /2" = 1'-0" 2X6 KNEE WALL TOP AT 34 1/2" WIRE SHELF "HANSEN" G° ao BOX 220 VOLT a0 r— — — — — — — — — — i r — — — — — — ----- I 14 1/2" X 16" I I DRYER VENT RECESS I I I I I I I I Cfl I I I I I I I I ih I I I I I I u I I I I I I 4 UTILITY 1/2 —1-0 SEP 0 8 2022 VIRTUAL R�- 'it'N r,SSIST Virtual i teview nc�` Plans Review c,o,and FQ1� C 7t for cornoance v IpT1thene KlaOhr PX23G0 Pdifsen by De ELEV AT 18'4" _ \ T.O.P. LOFT ELEV AT 10'-0" PRE-ENGINEERED 2ND FLOOR FF — — TRUSSES — — — — ELEV AT 8'-8" _ T.O.M. BRG WALL GARAGE ELEV AT 0'-0" _ 1ST FLOOR FF — — — — — — SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 10 UNIT '2382,� B L & M' FRONT SECTION 3/16 — 1 -0 5 N N O 04 A `t rJ N LO 00 Q g a , ' `.. A; i' i'3 Z R� O w 0 z SIN` N LO ; E W L. .L O M o Ln MN W V) V c° M 0 d /�' i 2 p W O L OQ _ O 8 a Q �N C �� i o m 0 a a "D I V, LU w w0 QU �wJ~w-I co2 LL(D 0W_00O ="Q Z nOmOOmaz~~Cw�LLOOO O0.ZwZW ON OZomz a_OQW LL QLL LUU¢ �LL U.a 0 O Z N O� F ti 0 M CD Q � M � J u7 M a 00 Z U W W J� 0 CD N O N i N O O 00 c0 W O O O V- T- N N N �- N N O O O O O CN CN N N N O O N N N W aO L6 CIO A N 9r O "1 O N cn 0 r- Cn O CD— 0 0 cD 0 0 � c LO; o C� 0 o O "It CD C� cti LO co I- CY ' Z Z 0 _ WW WwU) O Uo—o F= Q O n. OwOf LU ZaI.- �Q � Q r0002 N �Z _j 0 <z0M �ZZ (V LU N O 32z w (Ua> - Z . Z Z �QO L) c� g 0 � W Z A7 Z W W ti o LAST PLOT DATE . Apr. 26, '22 z 0 IIT ERIOR ELEVATIONS B, L & M A. J I - LL._Ld w _ __')__A-fiL ill.,•". 1iSLILAIA11111AIAL LLj 4.,:_ A. L �_ Il i,t ��L..- - - - .i. �_��I.LL,J. !L Yl.aldl A � L� 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 PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCE? FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: 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 FURPOSE 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 LOCA710NS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 M;A) 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. I 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR S IN.:cTALLED 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 Y2 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 RAID) OF HORIZONTA.-) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS 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 TI-E RAILING. 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, ASCE 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: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 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/O 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 RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 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 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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/TPI1-2007 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 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(sl HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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/sprinkler systems including all risers and spray heads shall not be installed within 1-0" of 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 - Concrete overpot and mortar along the foundation perimeter must be removed be ore exterior 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 %". 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. SEP 0 8 2022 VIRTUAL R, %IEW aSS'ST Virtual-ZevieW `s 's+ l: r • Plans Review �Orrpleted ab6 F 3C 7tt� for Compliance with the 202 Editionby Debra Anne Klahr PX2300' r N N Q c vV J 0 W 0 Z Q \tJ L -O r? U " M N 5 V) ft� V d % O O O O U-g .N m s U�� Uj !za N n` W N C L O E ^i .m a . 0 W W W LLn WO 1-- ~ WesW2_j gylx Z O �Wz ��<<000,jo Q ?�XJLL ZLLO 0 QV QXQOO�Zf- U cl U) ZZ z6 W < WH Z0 o_j a M0ZW LL O W % i W Om O AQZ� Q Q Q Q LL O LL O Z N OW 0 1-- F cM O Q � CM � J c G U) i` Lf) f- W a. rM CL 2 v- Z U F- W W Q N N O CV ti 04 r- O O O (O 00 0 o 0 O N O N O N O N O N O N O N M C W 99 Ln W 9 A � 04CO O N n' 0 � 0 O 0 O O 0 0 C 1 '° Lo�o O N o C'7 o O l0 O CO o f� r 1 ♦♦ ^r Z Z O nm (0WW W t 40 V_aO 0�F-Oa .5ZWI-a r^ V J r� �I1MOZ N r v Z � J M w < W O M a- ZZLL. CV Lu n1 O g R z �- Q VL4 LU zz . z Z MQO U a OU O W z Q Z Z J UjSNO N N 0 r LAST PLOT DATE O Apr. 26, 22 Z O STRUCTURAL J DETAILS THIS DETAIL CNLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, METAL LATH — WALL SHEATHING 16GAx1-1',2" LONG (314%1" CROWN) STAPLES Ca) 6" O.C. VERT BETWEEN I MAXI I f 1 I -� 16GAx1-112" LONG (14%1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES (N b" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR F"BCR 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'-0" TANK -LESS W/H T-0" _ STUB -OUT FOR -1 GAS METER O O CV H C G 000 1'-0" L 0 9 q o �} U 0 • 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. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING WA w J m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE t + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + t + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + 4'-0" + + + + + 4-4' + + + + + + + + + + + ++ +++ + + + + ++ + + + + + t + + + ++ + + + + + + + + + + ++ + + + + + + ++ + + + + + + + ++++++ ++++ ++ + + + + + + + co + + + + + + + + + + + + + ++ ++ ++ +++ +++ 0i \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB + + + 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 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3!4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL— \ STD. 900 HOOK BOND BEAM (n w ... . STD.90° CONT. #5 CONT. #5 HOOK BAR BAR DC #5 CONT. ........... ....._... . . . FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. 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 i— 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 irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cph Imn w/ Innda 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 appropriatedetails ;or--20 in One 10d box areas=20 of high 64 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking l Ise 3" 110dl nails nt R" n r Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — A 1Y2- ROUND HOLE MAY DO NOT CUT HOLES 6' BE CUT ANYWHERE IN 61 6�� CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hote Diameter {in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectanglutar Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" V-2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" X-2" 3'-7- 12 V-0" V-1" V-2" V-2" V-3" V-9" 2'4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" V-2" 1'-7" 2'-5" T-2" 3'-10" 4'-9" T-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" V-2" 2'-0" T-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" T-7" 4'-9" 5'-10" 7'-2" 8' 4" 9'-6" 10'' 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 1Yi' 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. N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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. doesn't meet height requirements 6 X Joist o depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI6000se 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 BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE l.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 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL O 00 FINISH GRADE SLEEVE THRU STEM--/ d °A. SEE PLAN FOR--'°• a • ; . • ° FOUNDATION INFO a a STEM FOUNDATION GRADE ° r—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 I ° A _. d I i I a d': -III,��III•.I �IIIIII�� III- 1 I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION i I z •° • io � 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 d ° a ------� . d --.-- -- ° a/ na G T Q—L------ / SEE FND. PLN. SIZE & REINF. SEP 0 8 2022 VIRTUAL F� a:tW ASSIST Virtual ReView Aslz`c! I; ir, Plans Review completed and 2 r,.i,Ved for compliance with the 2020 F3C 7tii Edition -by Debra Anne Klahr PX2300 ~ /i N N a;- - LO 00 LO LU w m 0 z E 4) � >— O M o W ' QMN 5 O 2 [rn 011111111 QQ V_! 611111 O 8 Q r, m °N w C) Q M L F w LLJfY (D W w w~ Q w J w Q mQ O Z �O�X J 0�WU)LLVQLLa Q I- U 1- �C7 -QJ XU. OZMO acoW90Z0w0O0mz��c� uJ F.¢I— 0 Cn 0 O Z cn uJa>v5wwul55XX<0�� ¢~wO�F¢-�Z�wp�U�a. 0Of o zq�¢ ¢ LL i 0 Z N 0� W�ti O 0 CM Q Cr) LO 2U)Lti t(1) 1-0YillcM Ifa2'r'- Z U Z W Jo N N O CV ti N 0 O T- o0 N O C:)� NO O 04 O O CV O N C)O N N N N CN N O 6 W O M, N O M N O O O 0 0 C 2 CO,^ �1 ! 2 � 0 CD N 0 CM 0 d 0 Lo 0 C6 0 I.: �- Cr CO Z Z O OUJ Wwcn 0-0 voa� U -0VJ OWHa ZW CC Q =m=Z Z J N M w �>.�� i-�z� M Z Z u- W N OVa—> Q Z z Z Z �a0 U U 0 _0 m � Z SN1 Z Z J UJ N N O LAST PLOT DATE Apr. 26, 22 O STRUCTURAL J DETAILS 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 a _ _ (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR =1 = °' p ..' D I � ROOF PITCH 4:12 OR LESS. I I I—� L • ��aARUNE PRE ENGINEERED WOOD L, , ,H TRUSS @ 24" O.C. U.N.O. _ —ll HURRICANE ANCHOR @ EACH -1 �, i� 12 TRUSS (SEE UPLIFT SCHED.) W/ 81' (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE: 3/4"=1'-0" ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" \12'N.O. 2 GYP. TYPE "X" @ GARAGE EE SOFFIT GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T co ELEV. 0'-0" ==L:::z 4 <' . °�. L' A.F.F. 0 Q. a 4 . ' . 4 ..14' 4 . ELEV. -0'-31 /2" H ° ° ... 4 • .' ° 4 ° 4. 4' °.4 A.F.F. O 4 4 - 2x4 CONT. 'O' ° . ... '° LL d O 4.44 4 ° °... • ' A. ° ° GARAGE DEPTH VARIES 4. 4 ° 4 4..• '� 4. GARAGE SLAB AT STEP rBN� x S.P.F. STUDS @ 16" O.C. 2x STUD W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALLEXTERIOR WALL 8" C.M.U. SCREWS 7O.C. \&'x8"X`16" KNOCK -OUT �° BLOCK W/ 1#5 CONT. 1"x P.T. STUD CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL INSULATION PER SEE CC/S3 OR N G/S3 FOR ANCHOR CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 45/8"x6" "J" BOLTS BOLT PLAN 24" O.C. VERT. OR (IF NO UP LIFT ON @ 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR NAILER (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N 2x P.T. PLATE ARCHITECTURAL TYP FINISH •• ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z (SEE FOUNDATION PLAN FOOTING MONO SHOWN o °P ° 6' ° 00 U.N.O. FOR LOCATIONS) FOR CLARITY —�i—I LI, I�. 1 1x4 P.T. BASE NAILER M p '' ° '. ° ' 'D IIll I --I LI—III—�—III- Z NOTE:TL[-L 31/4" BASEBOARD 1- *FOR BEARING WALL � MIN, 2500 PSI CONC. SLAB nw W/ UPLIFT ONLY _ — — — - MIN PSI MAY VARY PER in =1T - �fTl I I� IIT_IW I I-1Ti= I lid 11-�—III—III-1 I I —I I f�1Tl= MUNICIPALITY. N 4 x4 INSPECTION PORT AT —III-III ITTI IT I I, ; ,� 11= CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL WlAXW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD "FIBERMESH" TO CUT BLOCK OR POUR SCALE: 3/4"=V-0" CURB DUE TO SLOPE SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. N ap Z_ M `v—� r y 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR min. 4" BARRIER GRADE COMP. SOIL. • cv 00 — — — — — (COMPACTED TO 95%ffzt MODIFIED PROCTOR I NOTE: EXTEND DECO FINISH _ — �ail — -(1) #5 REBAR w/ OPT. I i I f—I I —I I I 4" to 6" BELOW GRADE I S E NCLOSURE ASTM D1557) i�j' (2) #5 REBAR CONT. 3 MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY 41 I I STD. 90 Fi00K U.N.O.—/14" V-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 SCALE: 3/4"=V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS—j�RECESS �t Z 4' r c0 a. T SEE A/S3 OR J/S6 `I I I I I I—L I I I I I IT FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS tV ' Cl) A' 00 �11 Trl I _ 4„r-- I SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c D D GRADE 40 MIN. Fy= 40ksi r a .b � #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi � ] FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 11=1= _ _ - 6 MIL VAPOR BARRIER TI R c. ° T R 1 7/8 #5 REINFORCING BAR p—�TTT�T T 05 1 AP RPI IrF ( • �� Ii T — COMP. SOIL. (COMPACTED TO _ D ° 95% MODIFIED PROCTOR ASTM D1557)77 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING 5/8"OR 1/2" HIGH STRENGTH -- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. b' 00 a' TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 3 1/2"(min.)Jill III 1111- �' -LU-111LI—MLL ll _I �I�II�IJ��1T1 1LI�LI 11, I I (2) #5 CONT. "' �" III Jill '" 411 11-Y All U.N.O. MIN. TYPICAL BEARING WALL an STEP Ca SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eos 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/� 2"MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH 00 °D 1(31/2"(min.) - 4" =1 1=L — =1 I 111=_I I — ill I I I 1=1 J=1 L=1 I I I I I —I I FTI' (2) #5 CONT. 14;1 I II ��IIi� IIIII Il II ,811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C I-1 INSULATION PER FBC AND ENERGY 1Go NNJo S FORM SUBMITTED WITH PERMIT \� APPLICATION 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. CONTINUOUS TO FOOTER BELOW PO HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR --� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x OILY-o" v a . 4 d. . a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) ;0 c N ' cv) 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI' INTERIOR :�\,- CONCRETE m E S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 WWF OR FIBERMESH co —>-�. A ' I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D J -III=III=III m a wUj ' I —I 1=1 I I I I—� D• '' -III—III III —I ° 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO SEE PLAN FOR JIIII.. & LAYOUT DESIGN TOP OF BEAM '- SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o N CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-ik COMMUNITY SPECS ----------------- (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (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#) -71 6x6W1.4xW1.4 N WWF OR FIBERMESH CO E d ° b 1—IWI—I�I II —III —III —III o III I- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAKIL6 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a 4 '. a I I ---III III; N ll, .11=1I1=1�1I, i_IL �, a II M M l l I .4 I I a III= I SEEA/S3/J/S6 8 =1�I „ 4 1-� FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRAD 4 M .4- Uj�111—III 4 • ° Tf1-III—III=_I =1 TTI . III=1 I I —III —III w o(nLU I I ITTI f I a 11=1 11=T Z Z I - i7— ' FOOTING � -T II -III —III —III —III ,l ..1II�.,.III—' BEYOND PAD REINFORCEMENT ' -T 1T=1� ' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 \/\DA SEP 0 8 2022 VIRTUAL F,. 1:�W ASSIST Virtual Review Ass�sf i,, ir. Plans review completed cai, for compliance with the 2.020 F3C 7th Edition by Debra Anne Klahr PX2300 F �. N O N .� D�f r 00 L / yveY.l UJIa,. L LF• 0 W it 0 z W 16.1O `'? U � MN d } C')r M N V ��_- �M 0 2 � C S 0 § O �g o r UCj Z. ^N, w Q i E M W C a V, W W F �n WQ0es~W�2 ~Z � Z Cn U-0-j0 <QCxzU-0-2200I-QxOOW0xMz=�Q�ZWazYO LL ~ CO Z¢W O8z6z0W0a Uj ¢—LJ � 0(3OO a. ILL OQ 0 =O �QZ�¢ ¢ < LL i O Z W O� O CM Q(ljM� cM Z V z� W WQ J O d' N N O N ti CV O ; O ao CD CO 0 0 0 O O O O O O o O Cp C CO o A 11 N O M NCV t� c '^ L , � > o 0 Cl 0 M 0 41 0 Ui 0 C61 0 I, Cr CO vJ Z Z o wv) C) _ W��- w O a �U�a V� 7wFa Q L � t� Q =mroz oZ� LU N w >-2zxM 0-ZZ NLLI N �a.2w r a �zz z ?Qo Z U V J O O a m Z Z z J W O " LAST PLOT DATE ° Apr. 26, 22 O STRUCTURAL — _l DETAILS -MONO Ilia _ --�.� �� i.l ...._.� I_�! Well. lLI�IL' YI 111LIYlnliy' ,�!!I l I 1 ,1 �luU.l,lll�dll�{Iwlilsllu .1�. �.: 1.Je��...�..� <�lu�..r �.b.y= —� • Ls.i� ,. (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER /_(2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i 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 HEALER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 �TYP) SEE ELEV. I II SIMPSON SP2 w/ (12)10d II NAILS AT EACH STUD CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD VAT 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. 90A HOOK IN K.O. BLOCK ff KNEE WALL ABOVE MASONRY WALL DETAIL 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 2): 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 (ccp MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.; PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 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 rB KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT •. .� •' _ HINE ■mill MEN Milli11111101111 IIII� MEN 11111011lll IIII�' ■III Ili�� IIII1NE' ■■I�� IIl�■ �IIII 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S q WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL N POSITION GARAGE ENTRY FORM DETAIL K/s4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGEFLOOR .— TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ` SCALE: N.T.S. a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. �S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL C EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 ST�'iN FFp�� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET VVVR I fV'1V f\ 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 JACKS STUDS JACKS STUDS SIZE 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) (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 GREATER HEADER �(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR j SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SP4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d \ �I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SIMPSON SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED f �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON I C I P.T. ATE SIMPSON SP4 —i C anwravry �r4 gP2 anwrwry ; SIMPSON SP1 SIMPSON SP4 ST ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 co J M d a 2X8 P.T. BOTTOM P TE SIMPSON C SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SEP 0 8 202Z vIRT�AL Fr v'eW 4SSIS' t, Virtual Review n �+ - Plans Review c,0+ruleted al .,red for compliance with the 2Q20 PX2300 Edition by Debra An nE Klahr FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE T 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 EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE P.EINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) > (5645# SPF) > (6970# SPF) 1S (93354 SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. (&NUT ROOF TRUSS ABOVE /_ 2X BLOCKING 0 C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILI-ED 5/8"X10" J-BOLTS @ 2'4' O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 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" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. _FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. N N O N coo f y Ev`d�a EOM in O 0 w 0 Q W �O C! U 0MN d N �0- ua C L co 2 0 0 Leg m Q U�� ._S < LO V LU Q � E^ >r o m w w 0LLI ui w�l— w�¢ W2� irgQ~z� Z Cl) D� W �LL000 0 LL Q Q V I— L =Q QO— O Z LL LL Ocn0x9OZ0R00m0zz- O Z M O 0 H Q Q 0C)z ��o j�W QFWo ��z 5511LLccQp w610CL LL 00IX 0 � aQQ a u- Q 0 LL i O C Z V OW I— �~CMO0 aU 2U)LL_[It z < W < U� Ifa- CM �13-2 � Z U W W _jQ J N N 0 N ti N 1 0 O c6 CO 00 0 N 0 N CD N N N O CV O CV O N 0 N 0 CV O CV O CV O CV 00 O Ln o0 C)N cM , O M N 4 O " o 0 o 0 0 — 0 c6 0 � c 1 O N �1 U , > o CD C141 0 CO 0 -�Y 0 to 0 C0 0 t-- I I I I 1 1 Cr CO V! Z Z O C),�.J _ aWV5 LU O 0 =) F-0OXWM �a (L Z: Q Z X�� q Q =m0Z o�3 Lu N W M w iY} �2ZIx W 2 M d.ZZLL CV w N O��z VLDz Z =a0 r . Z U a OU O co Q z Z z w WC14 o LAST PLOT DATE • � Apr. 26, 22 O STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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 DETAILS (2) 16d NAILS IF >9" SEE 10/S6 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 45°t 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 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° t SEE STRUCTURAL / NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-00/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE • AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION p SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 15 ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING N N AND FASTENERS. (MIN. FIRST 4 BAYS) c') V) SEE STRUCTURAL N NOTES AND NAILING SCHEDULEFOR Ix 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2) 16d NAILS `° oo I" 2"x4" CROSS BRACE APPROX. 8" FROM 11 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 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") 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 51/2" 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 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(�ALl SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR OF THE LAST LAMINATION ( - 2x4 "T" ON TOP OF PANEL `� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8�� SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 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. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP lW "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 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. 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"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ`CJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z W \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Aq cc NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACINC 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 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION SF? 0 8 M1 \//RA VIRTUAL rEV" w ASSES? Virtual R,iview Asp Plans Review complete 202d FF3C 7thd for compliance with the Edition by Debra Anne Klahr PX2300 N N o • #✓ a �►' X - N ENV �! ` � 00 U7 Z LU O w 0 Q 0 Qi > d N o W L NO `'? u �M4 N V => m M C 0O� u$ �� 0U-8 °a v °' # �N .0 Cj w €l:; c� C 00 W L C:) a a W W D LU ow F- W �zx J 0X M02�0<0O'JO (co � �LLIoLWoo01z0z20 �oH CYLU WW5zoQ I- F-QZ �Ooz0 (�'Q OZ in 06zpWo. YZQU a QF- oa QO F- z <W QF-j U_ < 0 1-Q_ 1 O Z N O� U-5 ti > O CM Q M LO �U ti �01D_c'M o- 2 V_ Z V Z W WC:) O O N N O N a 1 N O O 00 CO CIO N O O N CD 0 N 0 N 0 N 0 N CD N N N CA C4 CIO O in e� CIO OO A TL NM O c N 4 0 r-O 0 6 0 O e- O e- — O CO O C �/� L J > C) C)O O 't O O O N I co I LO I Cfl I 1�_ V CO Z Z Z O O _ � W co 4_j O Uo�°a ~ On- OWWM w�a t� =m=Z N 'n v Z � J 00 0 Z� M N w N OgRW �— Q UU)zz .. z �Q0 Z U g Ov _O m Q Z z z J WP.. O " O T— LAST PLOT DATE Apr. 26, 22 Z O STRUCTURAL J DETAILS 12 I INSULATION BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS lX2 NAILER ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL :3 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o m W/ (4)16d TOENAILS TO TOP PLATE 0 cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. W METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d =)w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 (13 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. _�_kz FLOOR SYSTEM ETAL SEAT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c E d' fV a A 6x6 W1.4xW1.4 I I I I I ° a WWF OR FIBERMESH _I I rl I I —III —I I I e. a .. 0 OR FELT PAPER FOR MOISTURE BARRIER ��H 41** A STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PIAN & NOTES) CM LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU `" = AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �410 6" BELOW GRADE =1NISH GRADE c0 I I I -`-T=- '--STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE::3/4"=1'-0" S6 O Z SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d 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 xl 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 ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1Od @ 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 E S6 DECKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 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)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-O" S6 �— B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1,4 WWF OR FIBERMESH e. d• .� d . d . .4 �. a. .. co - IT I I— �� A . e • � � � •' I� I I I I I I- 111-ri i ICI I IITII�1 i��I i ICI i II 1-(3) #5 CONT. ON 3" 8" 1'-8" 8° l CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. w to 0 y 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF �w NOT FULL F HEIGHT SHEET C U) Z G FLOOR SYST W M /— (2)- 2x TOP PLATE �! BEYOND I 15/32" OSB EXPOSUREI r F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL M C SHEATHING 0 EDGES(SEE OPENING SECTION X-X w 2: (.5 C x tt w x E Lu Lu 2x STUDSuj BEYOND. SEE PLAN O � O 11111 1�1 �� - __ L I 1 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4" S 1/2" S 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 SFF l.Oy, Al 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)b" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z = LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMI 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL - O 00:n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER � L a O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a cr 0 0 U) z L @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — N w 0 O MEMBER IF GABLE END LL LL NOTE: 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 aQ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION "�q (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 I 0 NiFR�0 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (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 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / d n a M I I I —I I I —I I I —I III —III —III I I d.. a Q IEEI I II I I I II � .. I 111=1 (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING LW m • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2' DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS 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) (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? I� =I o Z r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0" ADDITIONAL INFORMATION. V S6 SEP 0 8 2022 iRTUAL F-'ltW ASSiS' Plans -Review comple-ted ai7 i l for compiial Ice with the 2-020 FCC 7th -�i;lion by Debra Anne Klahr PX2300 - N N N c~ 04 In ? Col., CD co LO 10 LLI 0 o Lu z Q AA,, E (I1 i .` '0 M o w ' Q MN } �pcO Zcw V) V �'p_°� d cc, � M W L Y/ O 0 B 0 �- S m Q i c) •^V`) u W 0.a N cO E 0) W L V, W W W w~¢ WmJ [C�Yzw z X�--�03:Ix L)OO JO Q U �CJX-3ZLLli0Zmp01-QQ dwW90-z0W0-0mzz 0 WIx<, Q Z ch Oo_WV5IWWv -, a. 1 <0W<v5ZWzO�L))0Q m H w LL O w z 0m 0 =O a maw i O Z LL) 0 ED 3 ti O 0 M M Q L0 U) LL^ ti LLj Ln M Z V WZ3: W O J O k N N O N ti N O O CD 00 O N O N O CV N •- N O N O N O CV O N O CV o N O N CA N 00 OO LO 00 o C+M � N CD CM N � 0 0 0 0 CD C ' 0 �fN � U-) N C)O N O eM O IRT. O uo. O Co. C)U-) 1� cr CO v�J Z Z !2_ O owv) ILLI }0 O Uo�o U a ij VJ OW F=-a Q = m = Z Z J N 3: 00 > ('Y) Z Z IL CV N �aMw a Lnzz Z Z 0 U d OV O m z Z Z Lu W N N t— LAST PLOT DATE Apr. 26, 22 O STRUCTURAL — J DETAILS —MONO 1/4" MAX 2r_0 rr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER -P T TO PRODUCT TO PRODUCTAt APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 116"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1_1/2" DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER lx4 I1c Uri T VVMLL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3116" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 1063" 2x8 STAGGERED @ 12" O.C. 1_1 /d" ng:TA 11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK Wl 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) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS ► SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-13 1/4" MAX EMBEDMENT INTO K.) 2'.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) 10ci NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B —_ VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 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 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS - BB ARCH DETAIL K 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. 8" FILL SOLID BOTH CELLSL #5 REB/ (TYP,) STD. 90' HOOK (1 JL:119'e +5A NOTCH WEB AT FIRST 2 COURSI ;APACI I Y = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 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 4'/-," 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 PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 3/3" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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 HORIZONTA-LY 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. 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. rr 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 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. /// 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. D p p pD. I=1 I I— 11=1 I IT„I 11- I 1T� D — D — - I . T I'��'(��TT II III I i—T- GRADE —ITT- ° M D = Z i (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE :S 1 IAIAnnCDTADI r. IAICTAI I TIMI FILLED CELL INSTALLATION rH SCALE: N.T.S. -_ SEE ARCH PLAN AND PRE-ENG TRUSS'DESIGN SEE NOTE 1 BELOW 2x SUE = u _ ! ALU1 C'=:IF ECII BRG WALL TYPE �---+- j `` _ ' �� ALUk PER PLAN I t,4` +r , f� 1 314" (,I'.TF x X SS Nti F CHANNEL, --F-- __.___L FASTENED PER I DIA. TCONT VENTED OR =,L = `_ .,F-;T CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TCP NOTE -BE LOW 1 -1 6L43CKING wl 2-12d NAILS ( ") CHORD EVERY OTHER TRU ----- wl 3-12d NAILS. TYP. (") 1. G.0 t BUILDER TO VERIFY?PROVIDE SOFFIT MATERIAL SPAN CAPACIT ON THE DESIGN PRESSURES SPECIFIED FOR WfAPONENTS AND a _1 LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INC FL# - PRODUCT APPROVAL) F CHANNEL FASTENED TO: CNIJ W T NAIL .097" DIA. (g 24" O.G. 'Ni 5/8" MIN. EMBEDMENT WOOD wv' (3) 16 GA. 314"x IA' CROWN STAPLES @ 24" MAX. O,C. I' J PATTERN SUB FASCIA wl 16 GA. 3/4"x1i4` CROWN STAPLE 'A EACH GROO1 = SF01 STRUCTURAL SOFFIT SALE 3J4' = 1` O" 1 ;FOR ALUNNUh7 SOFFITS WIT REV 09 X3 2021 "I'A", INSTALL MID SPAN BLOC `., THE SOFFIT FL PA INSTALLATI01'_ =- 'I I } k, 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x OV (2)10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD + + CFNC'Ty PLYWOOD SHEATHING ++ + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP ... + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER 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) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP RCAI F• 3/4 CGG cuGGT M AKIn Iz z O U) U- O w H U Cn 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. e OVERHAN RETROFITWALLOVERHANG DETAIL (NTS QOVERHANGS BETWEEN 3Q NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1 1-011 51-011 SH >' #5 BAR x ° p D ° 4 CENTERED W/ . D.. .. .,� s H IN TOP o zzzzp p .I3 KNOCKOUT / iN CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN I I— •D °. D AND SECTION DETAILS -I _I o CLEAN FILL p ° D DIRT z ZI °. :: �Fo ANDARD oHOOK N #5 BAR IN FILLED CELL , - a - a , - b - , -1 - a STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/411x5" 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 3/411x5" MIN. HOLE SET BAR IN EPDXY 14 SAW CUT EXISTING FOOTING A SECTION 111"j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SEP p g 2022 Y3W ASSIS' Virtual Z,:�vie',v Asti+ ICI`•• Plans Review completed ai-� 741 for compliance with the 2.020 PX2300^ Edition by Debra Anne Klah -`° co Zv_r�- r s, -`J U C� in • fi� 00 �• rj W w,. Oo w Ix z Cn W 0 ^ 0 r> ? Q MC N V -0-0 00 : M ` - O E 'S 4-_� '� O 11 8 m a i U d'° ._ N N u w a� 00 04 E � s. � a -0 w (' LU < LLi w w� W _j W2�0 �� O�C�,yUOL JO Q Q 0 <CixJZLLw0zm0DF-¢Q Cfq)wo 0ZO�00aoaz �0Oz U) J�a'ZQmzwzoW° a �¢¢Ow ¢ow �I-V5 i32U ¢ OQ 0 =O �aZg¢ �¢LL i O O Z N L.LI O O C.0 ~ O) L0 W ILL It W u� 0�a._M 00Z Q } Q V W Z Jo O N N C:> N ti N 0 0 00 CD 00 0 N O N o N r- N � N 0 N 0 N 0 N 00 N N 0 N 0 N N d) N CIO 0 e, L6 T- 6 00 0 O M T-- .1 N O M CO O 0 ,/� �1 , W >1 0 I 0 N 0 1 M 0 14 1 0 li 0 CG 1 CD I,: Cr CD Z Z O _ ULu owv� �1:o MO � 0 a. -0 V) z Ix Lu m: w H- Q H- � � �MOZ NM UI Z�W 00 �X2ZC c M w OM04 g WV U)Q OZ Q Z C) OU _o m Z Z z J WN O r LAST PLOT DATE Apr. 26, 22 Z O STRUCTURAL — J DETAILS—RETRO FIT SCALE: ill = 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. VVMLL U11 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS fI EW "A" SCALE: 1" = V-0" -9 t PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED 0 SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 6'e 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED 2x4 SYP BLOCKING BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP NAILED TO STRINGER FRAMING (SIMPSON14)1Od M/2" N I (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAI LED- 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 "B" SCALE: 1" = V-0" N 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" = V-0" DOI& FT fFT ST�P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED7 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H SECTION VIEW H SCALE: " = 1'-0" SCALE: SCALE: " = 1'-0" 'S1► F F 2x4 STC 2x4 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND I" 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. GA TOP OF STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER;7\--,,._ rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W!' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C11 - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP "' y/:1 - L-13; 11 � I � �� -2x8 SYP DRYWALL STOP III \ d�-{ �( Mm UST NOT TOUCH / 1 STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" 0 1 /'-\I M toUINO I MUU I IUIN Ur. I /-XI L%qD (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) u 2X PSON MI 10dx11 ECTION VIEW "H" SCALE. 1 = 1 -0 SEP 0 8 2022 Virtual Review AlF-Q`s{ ►� +`�• Plans Review coinPleted ai�J ,Died for compiiance with the 2.020 PX2300 Edition by Debra Anne Klahr N N 0 N CD LO LO e ' • ARMS W i 0 Z a to-E > 0M 0 L] M N d �� CO" •}� M V -0 F m rV) O Y ` vl O a:g m Q U . _ p ° 7. V) V W !ZN c o E � >r. a a 4 W 0 w O Lj vj ~ w Yp 0- Z ¢¢ ¢W W QU QJ03.WMLL V (y 0)0Z2�f-=OQQZ LL o 0LL JZ (3WOOWOomQ�Zz(1 WOzYo0La -j zLLW� O U)OZWWHFwWV OD OQ 0Yzg� Q LL LL O Z W O� >�q M 1- O Q� C �- a_ CM Z U F- Z LU WQ J O CO N N O N ti N O O CO O N O O O O O O O N O N O N N N 4 0 0 C77 0 66 � 0 CO 0 O 1^ L ♦ N >1 0 11- 0 N 0 cM 0 'It 0 L0 0 CO 0 1- 0- CO VJ Z Z 2 O _ OWCA O U0- M-0 Lc)�O�a Ui 0w�a 0 Z=�X X = 00 = Z V Z W N 3 w Z X M aZZLL N w N �amW r' • a Z C/)QZ ~ O Z U V J 0 _o m a z Z Z W J WST N N 0 0 r— LAST PLOT DATE Apr. 26, 22 z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • 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/OF: 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 174" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • 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 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 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. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST_*"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8-0B BF12.OB BF16-0B 8F20-0B BF24 OB 8F28-0B 8F32 OB 8F8-1B 8F12.16 8F16.1B 8F20.1B 04-0 8F28.1B 8F32•I8 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 110394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 T-10" (70") PRECAST 1062 1105 1 1173 1631 12090 2549 3009 3470 1451 1 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 18467(44),6472 15 9'-4" (112") PRECAST 554 699 1160 1525 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705 Q 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 '805 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 I 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 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1092 1 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 4A0r-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 10-0B 8RF14-0B 8RF18-0B RF22-0B RF26-0B RF30-0B SRF6.1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26.1B 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 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 34 7917 19 931119 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 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 1 3129 4150 5891 41 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR S" PRECASST & PRESTRESSED U-LINTELS 4^w4 m ''" SAFE LOAD PLF TYPE LENGTH SUB 8F8 REINF. CMU :!'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 T-6" (54") PRECAST 592 591 1057 T-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 -6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAmr-4Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAs7'-CR�7'� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F61T 8F121T 8F161T 8F201T SF241T BF281T BF321T 8F8-2T 8F12.2T BF16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5746 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 1 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 12290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 1 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 727 231 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2494 15 591 851 1326 1705 2084 R22O416� 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 152001 15 530 686 1183 1526 1865 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 (141 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'4" (160") PRECAST 418 15 373 606 14 783 14 962 (141 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 (131 671 13 823 13 976 14 1129 14 246 390 655 968 1 1324 8 1625 (11 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 i 393 (11 480 (11 567 1 654 1 142 230 369 531 713 903 13 1D46 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 261 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-1T 8RF18-IT 8RF22-IT BRF26-IT 8RF30.1T 8RF6.2T 8RF10.2T BRF14.2T 8RF18-2T RF22-2T RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 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 12204 75 13312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116') PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 0 UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" SEP 0, a zV-,,,4ied VIRTUAL ' +:tW eSSIS' Virtual review Asses. I, Plans Review completed and AC for compliance with the 2020 F BC 7th Edition by Debra Anne Klahr PX2300 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 o >" 4 o� >" D o� o c G 6 C C c c 8F16-1B/1T 8RF14-1B/0T 0 0 °a � _ >" D O ° 4 > D O ° 8" PRECAST LINTEL W/ (1) #5 HOR o CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. C J = V) a � e Ln F- vzu�+''�' 4. #5REBAR AT Lou O_ to J . a ° BOTTOM MIN. (1) a < L3 X REQ'D zbe o w 16 GAUGE POWERS N ^ b 0 " ° STEEL BOXED LU ce a 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 MIN. (1) REQ'D 1-1/2" CLEAR Q J z C.M.U. a f 2 0o z = GROUT ul #5 REBAR AT BOTTOM r, OF LINTEL CAVITY C C BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP ! (V N O ey c_ N Y00 U) ARLU W 0 Z 1 r' E W L '0M O W ' Q MN , N V O �_ A, L o M: 8 R a �N C o E� i a 70 V, NVL( W w W W J W 0 m3 0YYZ W�O§ Q~�uOZODOOmpQO XJ�0mLL 00�JO � �DZ Z cnWC�LLaw�wXaz _awwzOwUaO j QLU Qw Q p Q Z OLL 0 O �¢u_ O Z CN O F- L r-- OF -co co Q � M � LL IV co In I-�<M a 00 Z V W W JQ JCD O N N O 04 � N 4 O O o6 co O N O NO O Np O O O N d) O N O N N N N 1 N O N N 0- O to T- o0 O A T- N M d O �- O 6 O O e- O r- r O CO O 0 �1 , 0 > 0 0 N 0 M 0 0 Lf) 0 C0 0 r- ID,^ I ' � r 00 VJ Z Z O _ O W CO }� 0 V��a _ ..i.i � V J O W H Q z tY m0Z N V Z J M w �2ZW M �Zz N w N Ogmz Q VL0zz . Z Z �QO U v g o0 W z Q Z J N W N r LAST PLOT DATE . . Apr. 26, 22 Z�a 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)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'4" 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 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 1 979 988 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 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'4" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 1214" PRECAST (2) No. 3 2 No. 5 270 1 449 449 286 451 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. 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. () 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 256 256 188 262 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 N R 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "El" TYPE DESIGNATION P-PLAIN LINTEU QUANTFYOF#55AR AT S-SOLD LINTEL -1 r LOWER LIN EL CAVITY [8xl 6- IP-1 L/l U] NOMINAL WIDTH+IJ L,,,, NTITY OF #5 BAR AT NOMINAL HEIGHT UPF:R 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 GRAV TY 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 DETAIL'H' DETAILJ' (1)#5L (1)#5U DETAIL'H'&'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 100(0 10000 10000 334" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 100(0 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 100(0 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 100(0 9863 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No.3 6614 100(0 9053 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'4" 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 435) 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3205 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 1014' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1563 1222 1568 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1439 1431 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'4" PRECAST (2) No, 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 114) 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 141 ? 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 993 99: 600 1084 No 4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1035 10:'5 478 936 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 96 446 872 (21 No.5 2V-4" 20'-0" PRESTRESSED (2)No. 3 (2)7/16strand + 834 83, 390 763 2 No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 72( 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 64: 306 599 DETAIL "H" DETAIL "T DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR A. S-SOLIDLINTEL -1 FLOWERLINTELCAVIIY [8x 1 I6-P-1 L/ 1IU] NOMINALWIDTHJ H `QUANTITY OF#;BAR AT NOMINAL HEIGHT UPPER LINTEL CA VITV CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLif T SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (•); LL SOLID #5 (2) U (1) L DETAIL DE DETAIL'DF' DETAIL'DE' &'DF DETAIL'DG' 31-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 44" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'4' 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 T• �1 51771 DETAIL "DE" DETAIL "DF" DETAIL "DIG" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BA R AT S - SOLID LINTEL I LOWER LINTEL CAI TY [8x16-P-1L/1IU] NOMINAL WIDTH H `QUANTITY C=#S BAR AT NOMINAL HEIGHT UPPER LINTE-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 (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 354" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 1 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 1 3088 3369 3369 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 74" 614" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 64" 7'4" 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 1014" 944" PRECAST (2) D4.5 WIRE [21 No. 4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'4' PRESTRESSED (2) No.3 (2) 7/16strand + 1207 1207 605 938 2 No. 15'-4" 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) 7/16 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No. 20'-0" 18'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.S 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-D" 22'-B" I PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 1 412 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BARAT S-SOLID LNTEL I LOWERLINTELCAVITY [8xl 6-P-1 L/1IU] NOMINAL W IDTHJ `QUANTITY OF #5 BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL T" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'4" 1 PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'4" 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 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0' 10'-8" PRECAST (2) No. 3 2 No.5 1895 1895 1401 1895 12'-6" 1 Y-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-O" 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) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 strand+ (2) 7(2) 850 850 471 923 2 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 IX. . •trti� ,.r�yy DETAIL "L" DETAIL " I" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYOF#5 BARAT S-SOLIDLINTEL -1 rLOW ER LINTEL CAVITY [8x1I6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVRY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID 5(1)U(0)L ID SOLID #5(1)U(1)L SOLID #5(1,U(O,LL SOLID #5(2)U(1)L ETAIL'DH' DETAIL -DJ' DETAIL'DH' &'DJ' DETAIL'DK' 314" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 1D000 10000 4'-0" 7-8" 7 4' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 100DO 8687 9503 4'4" 3'-0' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 N-8" 3'4' 3-a' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5' 8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 64" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 •,;r �,1111111117R_r 110 DETAIL "DH" DETAIL "DI" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LNTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL W IDTHJ J `OUANTRY OF #5 BARAT 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 REIN FORCEM ENT-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 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc 80 0 M (TIED OR WELDED) Ln BOTTOM BARS iv SEE SCHEDULE 1 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" � 2° 50 0 Lf fh [V m MIN. 7 5/8 rNn TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM THE SAFE LOAD ABLES B CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-B" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No. 3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 137 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'4" 16-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 698 481 947 1 , ■ s• a• '�'E'� '�j•• '{iYpg DETAIL "0" DETAIL T" DETAIL "0" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLDUNTEL -1 1 LOWERLINTELCAV- [8xl 6-P-11L/1 U] NOMINAL W IDTH j j L QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #55(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 B442 10000 4-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10D00 6836 100DO 4'-8" 3'-4" 3-9' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 1DD00 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 VIRTUAL 3 • Virtual,Ravl� Plans Rev, for corrTk Edition by 1 ' SEP 0 8 20l 4- iIF-tPid QI L,A C. tvie 702C, P3 7�.' PX23C3 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1 1553 1553 1284 1284 4'-8" 3-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2; D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 ( ) UU(0) LL SOLID #5 (2) U (1) L DETAIL 'DO' DETAIL DP' DETAIL 'DO'&'DP DETAIL'DO' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 1 OD00 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 1OD00 100DO 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) N-.3 6149 100d0 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 1000C 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 1OD00 4325 100DO 6-8" 5-4" 5-9' 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" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 •;e �, .r ■ �� ,x� t..4, 'r ;'•: L ?rYy t arYy , •try TYPE DESIGNATION [8x16-P-IL/IU] ;=;; ;=;; ;7.;; �.. .� I .y�ry■y Ry DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION LAV _ [8x16-P-IL/IU1 %V� �LAV-W TYPE DESIGNATION P- P'I.AN LINTEL, OUANTTY OF #5 BAR AT S - SC LD LINTEL I LOWERLIN'.ELCAARY 8x16-P-1 L/ 1 NCMINPI wIDTHJ I L OJANT RY OF #5 BAR Ai NOMINAL-HEIGH �ER LIN7LCAVRY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 1 8 0 2459 54' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 1514" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O �. N �rx,co LCi =� o LO i 1, z '� kl W e W v � � z a /11 W E 16. ,> � ; o ' Q c) ? N co tom' O Co cm,V w CO �= � O u S ou-8 °Q U .N p10. Lu Q� C L CO E ri W .9) ^I�a a w LU w W W LU J W �° ��Oa��Cn Q ��Zoo�o qu)w OZOW00cozz i- U'00 Z J0a�ZwZLL 0W PZOWu (n LL a 0uj Mw 2Wz oESa o LLx 0 0 zw O� =/ 0 z M Q M L0 U) qq: G vJ I z < w < I(n F-W0-Ice) �0-�a�o QUA z Lu w J0 A N N O N r N O O 00 CO M 0 0 0 C� O N O N O N O N O N O N O N N O 6 O A-, 6 N 4,&oo-to 0 0 CD 0 0 C U-) .N > o O N CD M V O LO O CO O ti i 1 CO u) Z Z o -1-0own 0 WuLu> Lij 0 Uo-o �O d -0 L / O W WWM zw�� = m O Z Uz Lu _j N W Ll i N 13- 0 z¢ILL (V w Ogmz Q VEz n ■ Z QO z U OU o g Z a z W _j uJ O Cq LAST PLOT DATE >r Apr. 26, 22 STRUCTURAL _J DETAILS B -I--& CD (1) March 15, 2022 F -n rt.11eti" �fq� Cn �(!1/ W§&Wff I 7)ep8 :rlv� I J ofvw�'I.-i I 'Idl no ;iuik)wq CaAo.wc �'�indarl� CU > 1 2 ?:iZU4 a 0 F - i-a I a 11 M_ If MV9 PRODUCT APPROVAL SPECIFICATION SHEET Product Approval Application D*tail 2 co M 1a I I ff (2o22) 2 3 it my A. #-%Nhw6a %" hmmo&a %mar-bo6ftmosmmmmf 11W, Zu ILLS; CULL - 'WCns( a) 4-0 Mountin Brackets 1 D Gauge 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 belotivif L) .4-. Cn Clio 4-1 t2'x + ).'2 * x 2-12* ---�o 1 74 =3 CU (D -0 F5 0 they will be utilized on the construction project for which you are applying lior a 0 im 0 L_ Back Cross Support "aaaaaaaa 0 CL C Sev Anc1Kx Sc-hedule (May b# cta to Wi 11.111�"P� '.Xtt, _1�4vKl ';et,.t�rt -wm C 0 cu lr= Category/Subcatego ry Manufacturer Product Description Approval Number(s) Test Pressures Exp. Da7 Date 0 > 1. EXTERIOR DOORS flight Bracket(16 GaUcie) E 2 "its 1/2'Na A3256,altv. ITYP) Cn C) CIO =_ lip JCU l_ -0 U) A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2022 0 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022- alb, 014Sal -denims I ISir � 4 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12131/2024 PIG Sedes 5570 NOA 21-0205.03 +38.71-38.7 psf 4114/2026 '�A t-Ej'v� , �'j p-, - A/C Writ, BtAtuill Edit C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) F L8248.3 +31.0/-35.0 psf 12/31/202211 (TypirA 3 in front) F J.;1 I Wayne -Dalton Series 800018100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) F L8248.1 1 +34.4/-38.3 12/31/2023 wash;tr; front Cross Suppiwt psf SelRocking huts (May be cut to A Left ElraCket (16 Galucft) a14Self-0rllingStrewsihru&acketsd Back Cross Support Into A/C Unit Bottorn Sick - 4 f D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst sht) 12131/2025 (Typical: 3 each sido for hunricary ul;a) INSTAHATION INfORMATION A-, .1� 2. ■WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/�60.0 psf 10/8/2023 dwt_ art ps-W 1.ah R16W Saw Dift" *""Ac vaall Hut-1- R_ upers, nqww -_'ZA" 5 "Valls. i'� __21 !,A PIT Series 5500 F L239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2116/2024Rr Florida Department at Business & Proteastional Regulation 'p- C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/312023 Buildling Coclas and Stantlards Product Approval Application clatall 12,16=1 PGT Serves 5520 F L243.5 N/A 4/30/2025 PLASIZ&O, D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 N/A 12/31/2024 DIM vem Aff-fl. 2024 waregasww 5 AV." Pr�. spayou Affi6rae# Gnu- 11-F Nara PE Last. Bouaftin PE 00 21111 om Pulliam IIIII& fit MC Awroyal Amano 91" 12M&= i 06= lZa"020 ApprovedPGT Series 5500 F L261.1 N/A 5/2612026 Cx*Q*ry:9oWura)CxntIPonetIts (077)441-835A PE7Y7ll (334)C00.I1B80 lat SCalap1y- PlOW0, lrft&r.daa. R-11 of E. OTHER j. Nor 11 T.t1av` ': I I.- "_. C. Wil E-1-b- Report li- FloOds Ragnbrmd Archtev, a a Lrcaneod Flanda Pmrt�jl Brow" 3. PANEL WALL ftodwa Damorintle, n nrrtr" oftild. W"f I- Y. N -10111100 James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 12/31/202.3 A. SIDING NIA 2 3 Sma"W" M"I MWF- �=UM3 NW rund. Fld.rd VintOwd. Vent Zo fM3 33= Y_ Y. NIA :=00 Y" Y" NO W'ft B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2022i 4 5 So.1tVWd Woe Srlos2a Sh*nV4Mlao*I'454&570 1213tr7m $6L(3,d;Garn. 0- RrodAN Wood rim Few Va.- 1. NYA •.100� 00 'uA 'A Y" Y. NIA -100,100 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 I ~VduoL%jXlS4oY'4 14 544pd Gaft9b Doa F kXd VW1 WA, C. OTHER Florida Department of Business & Professional Regulation tea'er, M4021 4. ROOFING PRODUCTS Balding Codes and Standards A, ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/202d2 Product Appeoval Appileatlowl Deftil SEP "Operldirill 2011 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlaymeni FL12328 N/A 6/29/2023 PI lass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 I'lVA 12/23/202'3 arm or wt Nlmim LW.ANMM himang 2" VV, R__ 202C 01"IN MCUIS Inc.j,ho, Ca4gory: RaIhg subenotim: VI#rxI ftoling shunrea, Z*dhary R PA.$ 1,00. B".11. P 9 150213MIt" PE-1*021 (334.31X-15>0 mlruyaanvnre�rmet 0WW"2V C SaW2020 011120rzozo 'tv,v"29 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 - Virtual R_:njie', 99M Anuraix.11 &AM1112= Ablow-ml Far ON Ill= Deakin Ift"y"ll gostam Plans Reviev r,a,,-Olpleted a 'th D.- FBC 7t' Florida Metal Products, Inc Vent RV10 F L21580.3 N/A 12/31/201)ld 24 owc, IONS, aw Inss, omc ins, DMC 2006, 061C 5V No +0�lao atia: 4Pg1jIjt:cn 13AkRftg -3talidard. for cornpiaa with the 202D P)(230 Lornanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 Prodoct Appfcrv�&! Apt'A,calioo DeWil Edition by Dill ra Anne KlaW E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 I'llVA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 WA 12/31/2025 Florida Department of Business & Professional Regulation PeW2.04 $01t,'Mud �4� AMTWX h.L," WA DMC 10ONS, DMC 150SS, DMC 175S, DMC Building Codes and Starftrds Product Approval Application Dealt F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V F Ll 7679.1 +0/_180 12131/2025 A - 299 201 21111 5. SHUTTERS T_ varmon a Cleans.NIINNOO my valkh"ll :41thi itted FM Aparoyal Agmved stallys Rattan- 20W Then--T,u Cxripo, on sl� J&"'� Lymdon F 5[hndt PE Ryan.] King PE 04r15rX21 '2J31r2020 04r2Zf2D21 M&G.'(321 APIN-0d AwmKt,�,!A- knini, D-ft, j1dy!ig PL-ty-1 CaorgW Euem Doon, SuIoCatzrgory Soarigmq Edew Door Asswilike Cow pluhroe Method: E�W_oon Repc't I" 843762$ PE.A34M (813)76748E6 1 11 A A Y l 24 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL15076.2 1`4A 12/31/2022" Fionda Registered Architect or a Li,:ersed r:.'L rytfewiliono Cn9roar All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12/31/2024 F1.0112040111146 Products QuallwAssurance ApostryadkfUes Aperoved,or lijoe bnpwt owart, 4 r 11 4 - 11111112 11119K.90111111111 ProductOnerlabon Contract Exelravor Date 0 HVII. 211111111ftl= BILSM EMUM (D 6. STRUCTURAL -011awc and Smooth-Stin, Nominal S&AM opew. OurnpotateEdarrFibargi-SOV1.0- Y, avAp'"ah) 42 yea N/A WA COMPONENTS 2 b Theroa.T� FKWCbnll and S-.KM-SW Nominal wms &qUotI"WCt&QuK crujue Ib3Ir2D22 Yes: Yee, Comousne Edge F,o"aw8,Q*Ooorwdh 3 c Th.1-Tr. and Smo.O.Star Sldilracnz) 0iI"na*Ahv*re, XO, OX or OXO j Nor -I SUL1) 8 kuotintioactil'il" opactue Mir= Coorpoeltv Edge F.4"95li 0.,bie Door .0, yea Y_ WA Fl�- _-3 __vpQ'trr oA b_r rls� Pr,,�os%� -jl Reg, 2*jor E A. WOOD CONNECTORS/ USP Structural Conn. see chart or 'Whout Sdeiths plexwnyUedAring. XX tx 0XXQ 12r3ir= yn Y_ IVA ANCHORS C - rd -6-4 -71 Simpson Strong ie see chart 4 d Therytw_lr�Few 4Macand Smoalh-_'%r Cc -poste Edge V-1ronVow S.VW Door (i'V.W4OUe`.rV Xcroraprattor; Product Approval Appticat"i Dewl =:3 CD Truss F Ll 999.1 FL1 999.4 N/A 12/31/2024 5 a Thermift-Tru Fibrr,-Classic and Nominal SM39,0 gAuCtimpa[lAquar, Opaque IM11= Illo Yee Yee WA B. TRUSS PLATES ITW Building Components Alpine Plates - (D Composite Edge Illreroaaa SiQle Do. fth MiTek Industries, Inc. Truss Plates F L2197.1 - FL2197.5 N/A 12/31/2022 SdvI cafthilufffsons) Xo, OX or OXO _tilu Q3 C_ 6 P Therritia-Tri. Fbar-alleall; and Srntrolh,Srar Nominal N#32.0 WathripacdqLax 002"k imll= Edge rtorglass 13-1b]. Door th or wxnaun5delaea(InwW0uermm9;XX&OXX0 no yes Yn WA U) C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 7 111 ThOM10-Tru FioarGnax end Smooth -Star Nomina; 5&xw.a aquotimiravaclum GLWW I M I = 2 Ocringroarte EdW Fibargh- SiVe Door Yee Yee NIA Cc D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58.1 NIA 5/21/2022 8 n Th*hr&_TnjFIe*r-Cbnn, aft Smooln-Glar X-Alp-b-) No. 101 6aff-VIS &QUot"Y"Ca'I'm Glazed 1213lr2= NO vas Yea I'VA > Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 N/A 5/25/2024 C= Edo@ Rberglaria Srole Door Wnh 2 0 Thentre-Ttv Fitrar-CAirs- and Smooth -Sian 3dehle(s) 0�fa*iulswi rig,XO. OX M OXO -fturationa) Norninall SS&N.e &quWnVact&qwA Glared INI= t4* yft Y_ WA N' 1-n W-W t*.i- (:4Y, I!q41A'"' I., V'^Z ;K1AA 1-1 tv4z at$IV4NA P-_ > Compowtv Edge Viberglaras Dotitb Door wth o, wthmA Sdolan Onp-WOut-rtir XX or OXXO 10 1 Therms-Tru Fft� er-Oand Sowth-Star owfturatons) Nominal 6603RO Glam 11201f= Edge Rb&VWm Single Door U40 Yesfes NIA - .. a J .. .., <, OComposite, P nv~)ukwna; X oorrilgamahon) 11 k Therme TM Fiotn.Cla� wd Smooff-Star N-,..i SU390 gq..tImirad&quK Glazed t2t3lrl= h.o yes Y'rM, WA Composite Edge Floet9kns Single Door 14 11 It. S. wfth siderike(a) XO Ox W O-XO The products listed below did not demonstrate product approval at plan review. I understand that at the tim 9 of inspection of these products, the following inform ation must be 12 I. Thermal-Tru Fiber-Cla-at ans Snooth-Sil. I ourftundion) t4l-,r.1 M01390 &quotlyraeftquok Glaei I2T31t= Composite Edge F.torgh- W.1rie, Door .9, or #AthotA Sodolore oruaen;VOV�nir )a a O)QcO No Y_ y- IvA available to the inspector on the jobsite; 1) copy of the product approval, 2) Thomw`Tru Film-Claalain and Smooth -:Slat 0DFftUFMnb) Nominal 60V 8 Glazed Wided 12t!)I= tjo ye* WA gilitaton 0 Open Comp-te Edge Fibergitne S.91. Do. 14 A Therwl Flbarr-C&Wc and SnYW-Star onsaxvOutswrii, x 0749uhaum) NOffinr-A B&ICIM8 WOMNIP&CI&PWIL GIAT@d Il"Oldiad 12r'1rM22 OW Composite Edge Marginal Single Door nith CA-d Molded Op- Sid.6W.) (In n;W,,9Kkfttmni; W yn !ft NIA :' 31ar,darr� Product Approval Application Detail t5 o Therma,Tru Fb@rA7A%&ft and Smooth -Star XO OX or 090ouni-il-fi-) Nominal BUMS Glazed Willed 12t."rAM No yea Yea WA FF Open Campoaft Edge nbbr9laft MuM 0001`MM Glazed Molded 01 Sideldes Fri-Cl.- S.-th-Eft, a welhoui 0 IWW910_V. XKQ( OXXO oohfig-mb") Nominal SLV-VS Dp-ru- 12611= W Y- Y- WA vjitill'i C60 Nil! ;;at. vy.-i CIO le p Th.-T. and C,,,mpowte Edge RtInke" SirVie Door with Willed Open Sidell"(s) xO' Ox of OX0 configunril 17 q ThsrmrTry Fill-44naic and Smooth -Star P40M nall 6&#W8 &QUaOmpactkwt opowe �= Edge Fiberglas Dwkls Door th or mthout Glazed M000d Open sidert" yes Yes WA XX � OXXO Appr,,ed f Aj3v�jlq0,t lmuv PIAL, 1 2 -whar, Xt- -��Z F-1- APPLICANT SIGNATURE DATE O LCU Fonda Deparlim" of Business & Professional Rawlatlon StaldirV Codes and Standards Pr' Pr: 91Y= LU Product Approval Application Dealt �hfirla I'x jw. tl,= r, of 4'�--a ct- Rt,qkit n 131,alding CtdaG zr.Ste ,4onL malll= Product Appfval Api4ication Otaill sm TM Version manufamrs CONKi brlitw i LxeraN V&*M*d 21, YRUNW AAMM INCAMMMi Approved saw < =20 1117420 AW.W R-ma, M20 MT lnW*- J_ lllosrcdi W-d-Od. 9SCO CEP. MirimirD.- 9= - VAL 1111WZ20 VA = r. od".'F.Wior oo- 120)486-0100 9,60aig9.r. SjM.9 EA.6. Door A-M. P._.QPQ5�A 094=w FURMANliftedletzz C-*- aldhoo; Carom- Aftd . Lhbn A CAMMASUrnift A=nnhrdl7.gK Ampovoillarlin knew SHEET NO. Pr 1>tirt 1A.&L Noah, or ft- ftegaaanfiamim V" SIM9 �_ 0- C1.0114=21 in NAL Otkb HVHZ Rgehilart P_ WA 4 mtfft'r NI- L' ir 1-14. R,,1451a#4 Pms% PA 1,0 +r N N L � Florida Department of BU8lr1eS8 & Professional RegulaiiDn PtRles a9 Fonda pRpartrnanl of business 8 Professional Rogubtlon P,qr t u+ Florida Dtpadrnerd of Business a P7Wasslalat Regulation > V/ U O Q O • }r U U) �a Ch O O O W O O .=+ ^O+ Q /�W�y ^ i. C V 1402 �/ Li •� 8 2 22 SEP 0 c{ li letec� ai'1� the 2.Q2a 1= 3 th Klahr PX 300 ne Z U) `V O o L U O M F- O Uj G Z J Z Q J a SHEET NO. PA 1.1 v,,,• �IDIic1:� [7epv3 rl rorPDt tJf Fill R rras & ?•oFRs9 cna€ RPgutJt.on rwroa' r!z BuYd'ng Galles and Standards tr�nc22 Iilullding Codes and standards tr.Y:�rt B(liking Codas and Standards D'.lildny c.Ddes and :itan�rd9 Product Approval Application l)Mtall Rafael Approval Application Mull Product Approval Application DeWI Product Apinayvai Application Detail F3Yt 1�9Lgt �. gSQ DasaPendRw � Sl� 6rtbtr v gas gYt Da R'ad^r nit gm ire a�w nw�t�r,o uP;� Ya� dR•erion litimaliLm co� npinayl � Inentf Yalltlaletl Rr t FNC AaaNv® Arliproveil Y Ala iffiR 1CffiMYI. 161[fi Bl�,rraueMu Ydidrad ar YBBUiIta 'I�li�9 g$Cr.BYi[t�d �a6T lklY Y1�6 SJCtY+i aaaQYLilY�!! !(�$ '� EEiG.amfS1Y !� r11 ��"-' . .. �,:5 � n L� y';�- m r:rarialurf ae `y�elr•,� .aa: duvrava $Bf�:J °uSiY2 '242t1 TMrtrv-Tru CarPa� 90rvs Jac rwn L rrdm F. Schmidt. DE J. Km PE Pe Y "A g 1QIO7R )27 OWIBIICQt 16732021 12'1vr�i#t � roved .�fCl - ... C:dtap7 EaAri4r D4ars (9DJ) $d$7fti16 PE-A34C6 (al 3)707-IavJSS arttrrtvYwn Z019 PGT lndusrwe Jm¢Romxdtl Wer,tFCede ACCOCER sasme-Cella 8000-YAL 71NER02G 1tNS+:U10 t7fl tr�2q ,ar+prr 1 Rr-^.tarn, itiiU hR Nlladcvs rno DOOM Rr arts &ringer AmenoDn afchr<tlaral &mnMl}Idr PE tOQtV162q e0g6r701q i0rtyp+•tG _. •'1 t. � .,..n..a - •' _ -. tMnbCatlgpN: Svcpmp EEriwfx Ooor Asswrtgres aMeFiereOrr(§tltannatru.0q aNnman (9r1)/eG01U0 iTA6)115-2'.SO C+eaODrY: `JtTOews t7:I)363.3300 Mmuteeturrn Astarom r+ti)3i7.E45a .a.., .ry . .. .. CoMglallae Nttf10d. Evaduafon Wpa%thom e gt6r�egom 9nya nurH IrofowfbQppNnduarer.c tWUtryory: Mvh•-,real :.Hta bsrvcr,01r9m1»a.,bm -t „ t« t :• t. . t•-,..:..•a..., Florida Rags/arsd Architect or • licsnaed Fbrida cme»arin r.mm: ctya�um wrk > usenq era Cseelrnp tdMtaQ Caelkwm MfAi w l6Tp Prdeaer«fN Engneer f,Rae-R2a ReOr[a tie Fr•u Iv ,a, :•: fLl7fW®1-RT Products Amra.w ra flu Araurovse ralha Imaffi fIliYl6 �Bf �!G�1S2 Ail1f4VadlUr Ufr ABO'4YRA for use IIIQ.aFL QJt9�:' a A..ebt:n .L tr+x 1. •m _•_ A +e�Y¢ I �U ::tl III—— 'Zd�l` n �{ tmwd tar aloe AOnrevetl Inc rise iii�m load iR muN YodfL Mnbr «frets Rraiuct brct�lm CtyYad trirtA€On Gala - _ r_ In RYNZ outside Nvnz RtStYdla $'iS14-e s wodur rodeo. rr.ne�Qram. ft� Prnn.n oa.arnWa^ Setlard„E whole !� iQli !!astala� IadC.1 ' g..ti f^ ..tA daf,_Ip_at_':sr ,. N:rv., n, >. •by Carol rptyn (plrntltr. Oea y V� y, t.kN NYMZ R .It-.aiu Preawu y Sr�e Product Yodtl. Number ad Hama Radagt OetefbCan CdlNaot FxDiratipn DOr in HVfB Outside WVIQ Resistant reafur! 2 3HSSIXIf1-rsJe raaPla Ynpany V»y SSryle wog VAwo-,� OtT3126^_5 .a. Yet Yes +rrA HS te@C,n and narg. /ra'n. Tt.�inarv+hlM Visas OL't 6ria2J W. Vsa Np SSA.• ' .• "..n .. -. ".`- i:'..-�-.a '. ". .. ,.•- 1 a Thertno-Tru FibeT•Cbsie and Sntodlh-9tar Nominal t1grP'tg.88orstLNen-IrtpaaSquot'. Cpeque 12131/2Q22 fb Yes tuo NIA Com/wEiTe Edge Fherp hrn $klglq Do« pn5wrq/Oulsv+anp; X corrhpuret,«1) 2 yThertrtaTru Fiber-LlarcalO and Smoclh-Star Nomnaa16aN9g.8 agtld',Non•ImpeaLglroT, Opaque 12f.3fr2022 Pb Yea Pb wA composite E,d� Fh.rplae Silgle Door will, 5'alelka{s} anawenwO,atr erg: }GG. OX a OXO <RnfryRuatlona) 3 CThernv.TN FbNLrftk and SmoolFu3ar NOmtrxalgadf3p;8 frqurlG N6n-l1r*4adaggpt OpegUa 1U3112{rd2 NO YaA M1b WA Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ 2020 For beet Inks to W 86T epprovrts fled below, CLICK HEkE Count - of ice 110A. LUCK it Ell Fat fdYiatel aNQRMtra1 r�ardh�Fl7rlda"s 8ttlewi0a PrMrt� APDra'W�m sod Mlurw•U6oe y titl(ex ArteRcar ( ) FLN 235&R7 JKfi Product Model. Number or Name ProductUlatciiatton 1 Titen Stances Sboel Concrete & Masonry Screw (FTN-SS) 1/4" dtarnMa Tden stainless Morel masonry screw FLMW)WR6 Product Modal_ Number or Name Product Oet,criotfen 1 SDI 0112DSB OutdborAcaaants Connector Screw 2 SD9112, SC9212, SDI0112, SDI 0212 Strung -Clive SD Connector Screw 3 SD911ZSS, S09212SS Stang -Orrice SO Connector SS Screw 4 SDCF22434, SDCF22517 SDCF226141 SDCF22700, SDCF22858, SDCF221014, Strong -Drive Si Timber-CF Screw SDCF221134, SDCF22t334, SDCF27196a, SCCF272358 5 SDCP22434, SDCP22512. SDCP22814, SDCP22700, SDCP22858 SDCP22912, Strang -Dive SDCP Timber-CP Screw' SDCP221100, SDCP=I134, SDCP271400 6 SDHR27400. SDHR27614. SDHR31400. SCHR31614 Strong -Grua SDHRConbo44ead Screw 7 SDS25112, SD625134, SDS25200, SDS25212. SDS25300, S0925312, SDS25412 Strong -Drive SIOS Heavy.Duty Connector Screw SDS25500, SDS25BOR SDS25800 8 SDS25112SS, SDS252006S, SOS25212SS, SOS25MOSS. SOS25312SS Strong -Owe MS Heavy -Duty connector SS Screw 9 SDWF2716 SOWIF2720, SDWF2724, SDWF2726, SDWF2730 Stang -Dina a SUWF Floor -to -Floor Screw FL#10007-RB Product Model. Number or Name ProductDevcnptlnn 1 ATR3/8, ATRI/Z, ATR518. ATFl Tlleadel Rtds 2 ATUDB. ATUDS-2, ATUD9, ATUD9.2, ATILIM3, ATUD14. ATU014.2 Alarm nun T. ke-Up Device 3 BP3ni BP112, BP412.3, BP518 2, SF5I'8-3, BP314, BP3/4-3, BPRTU03-4 Bearing pliabrs 4 CF2W318, CrJW1l2 Chpint CNV,r3G4, CNWS18-1J2, CNW314-5/8 Coupler Nth 5 CTrUD55, C-UD65, CTUD66, CTU075, CTU070, CTUD77, CTUD87 CTUD88, CTLJD97, Coupang Titie 1Jp Device CTUDW, C-UOW 6 1,13, N4, li N8 Heavy Hex f,uts 7 RTUD3, RTUD38, RTUD4, RTU04E_ RTUD5- RTU08, RTUD7, RTUD8 Ratcheang Take -Up Device 8 TUD9, TUDIO Tate -Up De' ice 9 TU',(V38 Take -Up Washer 10 URS3 308" Uplift Rod Run Todown Sya-em 11 URS4 172" Up4 t Rcd Run Tledawn Sysem 12 URS5 508" Uplrt Rcd Run Tiedoven System 13 URS6 344" Upiik Rod Run Tiedown Sysem FL#10441 A2" R$ Product Model. Number or Name ProductQ"rlption 1 OTr2 Hold -dawn 2 HDC1014, HDC10122 Hold-down 3 HDQ8, HHDQI1, HHDQ14 Hold-down 4 HOU2, HOUll HDU5 HOU8, HDU1• HDU14 Hold-down 5 HPA28, HPA35 Sirap-sgie pur in anchor e L.STHDB, LSTHDBRJ Sam-st)ie hold-down 7 MASA, MASAP Fa ndatnn anchor strap 8 MPAI32, M PA144 Stap-stjle F irlin anchor 9 PA18, PA23. PA28, PA35, PA51, PA68 Strap4:fyte purlin anchor 10 PAI78, PAI23, PAI28. PA135 Slap -style pectin anchor 11 STHD10 STHD10RJ snap-s ie hol-down 12 STFI014, STHD14RJ Slap -style hold-down EMMS Simpson Strong -Tie 2020 FBC Approved Products Dpdked 12130P2020 Fa rted Inks to all S81apprarsh tied below. CLICK HERE • Fa addt.plal tMarrauon rsgerdhg Flxidn's Statewide product gtprard System and Merrw-0ade County N+xina or Acceptance (N(W. Sd r -K ii 21 LB series hengers Top nange tangrnis available in width of 1 9116" and heights ranging eon, 5-3r8- trt 15-1 IV' 22 LBAZ sines hangers Top flange F an gets avarable in width of 1-911e' and hi igats ranghrg Irani 9-3/16" lees 13-118" 23 LEG3- LEGS, LEG7 series hangers Top flange r angers available in widths ranging from 3-114" o 6- 7IS" and her;hts ranging from Win 33-1/2" 24 M E05, MEG7 sores hangers Top "a F anrgers available In widths ranging from 5.114" to & 7JB" and het;hts ranging from 9"11c 32-1I2' 25 MIT series hangers Tap flange t an gem available in widths ranging from I-9716" to 5- 1fi" and he+;hts ranging from 9-'/4" b 24" 26 P, Pi PFDB, PFOSB series hangers Top flerga f angers available On width of 1-9116" and heights ranging lroni 3-W" to 7 IW' 27 RR Ridge rater connector 28 WP series hangers Top frontier Y- Our gets available in wrdfhs ranging from 1-WlV' to 7- 1/8" and heights ranging 9-1/4-to 32". FL#/OOW4k5 '� �gduct INpdd. Humtter or Name 1 ABA44.ABA44R,ABA46,AGA46R.ABA86;ABAOSR 2 ABU44, ABU44R, ASU46, ABU41i ABU55, ABU5.6. ABU85, ABU66, ABU88R ABU88, AGU88R,A8U1010 ABU1010R,A8U1212,ABU1212R 3 ABW44Z, ASW441i ABW46Z, ABW46RZ, ABWP86Z- ABW96RZ ABW7-7 4 AC 4, A041R, ACE4, AC6, ACBR, AC=6 5 BC4, BC46, BC4R. BC6. BCBR. BCB, BCS2.2J4, BCS2.3M 6 C944, CB48, C848, CB66, CM 7 CBSQ44-SDS2, CBS046-SDSZ. C6SQ68-SDS2. CBS088-SOS2, CBSQ8s_SDS2 8 CC. ECC, ECCU Series 9 CCQ-SDS2 5, ECCQ-SOS2 5 Series 10 CPT44Z CPT6eZ,CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPS4Z 13 LCB44, LCFu66 14 LPC4Z,LPC6Z 15 MPB44Z, MPB86Z. MP988Z 16 PS44. P644R, P846. P866, PSWR 17 P8644A, PB.S48, PBS68 18 PBV6, PBV'0 19 PC44-16. PC48-1B, PC48.18 PC6416. PCei EPC4418. EPC48.18, EPC48-16, EPC84-18, EPC66.16 20 Fi PGIRZ, Fili PCBRZ. Fi PC8RZ. EPC4Z, EPC4RZ, EPCW, EPCSRZ. Flai Eloi 21 PP8444Z PPB448Z 22 RPBZ F1.910066-R5 12LAProduct Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6. GH46-8, GH4&6. GH48-8, GH410-6. GH410-8, GIe-6, GH86.8. GH68-6, GH88- 8, GHSI C-6, OH61 M 4 GLBSA, 01-856, GLB5C. GL850. G-B7A• G111,878. GW7C. GLB7D 5 GLBT512. CBLT612. GLBT518. GBLT616, GLBT520, GBL7320 6 HGLBA,HGL86 HGLBC.HGLBD 7 HOT-2, HG7.3, HOT-4 8 UFPIOSDS3 9 URFP Product Adjustl e, F lost Base AdjUsttil le F'car, Base Adiuetadle Post Base Post Cap Post Cap Embedded :olumn Base Embedded ';olumn Base Bolted coktrnn caps with W1 ranging from 3.114" to 9.1Z and 012 ranging from 35J8" to 7.1f2" Screwed co umn caps with W1 ranging from 3.114" to 9-ifZ' and W2 ranging from 3-518" to 7-112" Concealed Post Tie Base Embeod ad, lost Base Embedded covet Base Embedded ;olumn Base Light Post C op MomerdPoi Base Embeddad zost Base Embedded most Base Round Post Bess Post Cap W.)st Cap Post Base Roo Pos Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hans er Glulam Bea i ng Plate Glulam Sewing Plata Heavy Gule m Bearing Plate Heavy Gird w Tiedow n Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong-Tie2020 FBC Approved Products Jpdeted'2,20 Far direct Inks fo slI SIOT spprwaas lrted below, CLICK HERE For addtipenel Infamaaat regarding Fbnda's Statewide Product Appr" System end MarnA]ade County Na c& of Acceptance (NC)A) CS ICK� .ter-?�F. 1 ra E. Iii0446.R6 2" ProduetModel.NumberorName Product Description 1 A21. A23, A33. A34, AX A44 Angles 2 A1sA21 APA4 APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, AP844R, APV666, APE661i APBW, APBWR. APE701Q APB/ 010R, APV844, Outdoor Accents Post Bases APVB44R, APV856 APVB66R APVB88. APVB88R, APV81010, APVB1D1 OR 4 APDJT2-4 APDJT2R-4, APDJT2-6, APUri APVDJT2-4, APV 00T2R-4, APVOJT2-6: Outdoor Accents Deck Jorst heB ,APVDJT2R8 5 APHH46, APHH461R. APHH61C, AP-iH61OR Outdoor Accents Hat Hanger 6 APL4. APi APT4, APT6, APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Beane- o Cealumn Ties 7 APLH24, APLH24R, APLH26, RPLF26R, APLH21C, APLH21 OR OutdoorAcaents Light Hangers 8 BVLZ BrickVemor Ledger Connector 9 CBT2Z CB-4Z Conceal" Beam Ties 10 CJT3Z, CJT4Z CJr5Z, CJTBZ Concealed Joist Ties 11 DJT1 A Deck Jost Tre 12 US Dry iArshStop 13 FC4 FC6 FramargClips 14 FVVANZ Foundaton Wall.Mglas 15 CAI, GA2 Gusset Argles 16 142A, H2.5T, H8. H10A.2, HIOS. H14, HGA10 Hwacana Ties 17 HCJT-Z Heavy Concealed Joist Tie 18 HH4 HH6 Healer Hangers I K.RSIZ Knee-BracerStativer 20 1.30, L50, L-O. 1.90 Angles 21 LCEd Post Cap 22 LS30, L$50 LS70, LS90 Skewabls Angles 23 I_S1_7 Adjustable Starr Stringer Connector 24 LSW26LZ, _SSJ28RZ LSW28L2, LSSJ28RZ, LSSJ210LZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR181, LSSR21, LSSR237, LSSR256 LSSR2102, LSSR410 Find A.djustableSlopeabiteSkewable Hanger 26 LTP4, LTP) Tao Pirates 27 ML23Z, ML24Z, ML202, ML28Z ML2107 Angles 28 MMH8 Root Tie-Dowr, 29 MMHC Hinged Root Connector 30 MMLU26, MYLU26-2, MMW28. MNLU28-2, W&U210, MWLU1211, fM.1LU139, MMLUl311 Fac", unt Hangers 31 RIB. RBCF Resat Boundary dips 32 RST-3 Root Tie•Oawn 33 111 RTC42, RTC27, RTC44 Rigid Tie Connectors 34 STC. STCT,OTC. HTC4 TrussClps 35 TJC37, TJC57 Truss Jack Clips 30 Z2, Z4, Z44 Panel Stiriarer Clips Ili 0447-R5 Sep It Product Model, Number or Name 1 AHEP 2 DSC2R-SOS3, DSC2LSDS3, DSCSRSDS3, DSi 3 G90 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42. HHRC42-2 HHRC4/1.81, HHRC44, HHRC5.2W3.25 HHRC5 371312, HHRCe6 6 HRC1.81, FRC22 7 LRU26, LRU28 LRU210, LRU212 8 LSU25, LSSU28 LSSU210 9 TRE4, TBEF 10 TC24 TC2e TC28 11 THA29, THA2i3, THA218, THA21&2, THA222-2, THA413, -HA418, THAC418, THA422, THAC422 IHA426, THA422-2, THA426-2 12 THA11 811122, THAI2.0&22, THA12122, THA1222, THAI322, THAI3522, 7HAI422 13 THAL422. THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5-SDS3. THJU26, THJU26-W 16 TSBR2-24 17 VPA2 VPA25,VPA3,VPA?5.VPA4 18 VTCR E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJYn;, Fa or" Ono foal) SST approvals Fled belowC �1E E[L6�NK HgE�(E. For tir"J nal infamebm regarding Florida's Statewide Product Approval System and Mami-Oaoe County Notice of Acceptance (NOA). CLICiS MERE MERE FLIMt 0456-R5 J=f Product Model. Hum bar or Name Product Description 1 ET, BTS. BTH Beck Ties 2 CM8T12 CMST14 CrdSTC16 Coiled Straps 3 C514, CS16, C518 CS20, GS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CT218 Compression7Fension Strop 6 DSP, SSP, TSP Stud to Plate he 7 H1, H10A, H2.5A, H3, H6, Fli 1-116. H165, Hili H16-26 Huntoane Ties 8 1-47-2, HGT-3, HGT-4 Heavy Girder T-rdown 9 HS24 Hurricane Tie 10 HSS2.SDSI.5, HSS2.2-SDS3. HSS2.3-SD&'4, HS.c.,'4-SDS3 Heavy Stud Shoe 11 HST2 HST3 HST5. HSTB Sbaght Straps 12 HTS16, HT S20, HTSi nTS28 HTS30, HTS30C Heavy Twist Strap 13 I4TSQ16KTZ HTSQ2OKTZ Heavy Twist Strap 14 LFTA Light Floor Tie .Anchor 15 LSTA9. LSTA12. LSTA15, 1_STA18, LST,A21 LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI4g, L57I73 Straight Straps 17 LT820. LTB40 Bridging 18 LTS12. LFS16. LTS18, LTSX Light TwtstStrap 19 MGT Madium Girder Teclown 20 MS'727 MST37, MST48, MST60 MST72 StralghtStraps 21 1111. MSTA12 MSTA15 MSTA18, MSTA21. MSTA24, ►vtSTA30, MSTA636 MSTA49 Straight Straps 22 MSTC28 MSTC40 M5TC52 MSTC66, MSTC78 Straght Straps 25 iASTC4383, MSTC8883 Pre -Bent Straps 24 MST126, MS1'136, MST'148, MST1617, MST172 Straight Straps 25 liti 1,4TS18. MTS18, MTS20 MTS24C, MTS30, MTS33C Medium Twist Strap 25 NCA2x10-12, JCA2x12-12. NCA2x8.16, NCA20046, fICA2x12-15 Bridging 27 RCVJB'12, RCWB14 Wall&acing 25 RPS 18, RPS, 2. RPS213 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1 SP2, SP4, SPS, SP8 Said Plata Tit 31 Si SPH6. SPHB Heavy Stud Plate Tie 32 SS1 5, SS2.5 553, SS4.0 Stud Shoe ail b'T9, ST12, ST18 S'T22, St-29'2, 572122, ST2115 ST2215, ST6275, ST8724, ST6236 Straight Straps 34 '1820, 7B27, 1 83C TB36, IB42. r848 Tfli TB56 736D Tension Bridging 35 TW8101 TWB12. TWB14 Wall Bracing W VGT. VGTR, VGTL Variable Pitch Girder Tiedow, 37 VVB106 VIS1DOC, WB126, 0181201 0A143C WatBracing Product Description 1 CRH2 37x5 5, CBH2.37063, CBH2 37ug 75 Adjustable Hip -End Connector 2 OU, DHU, OHUTF senors hangers Drag Steal Connectors Gable Dace Connector Hp Correr Plate 3 HGU3.63-SIDS. HGU5 25-SOS, HGU5.50-SUS, HGU5.62SDS, HGU7.OU-SUS, HGU7.25- Heavy Hip to Ridge Connections SOS, HGU90G-SUS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU525SDS,HHGU550-SDS,HHGU5.62-SDS,HHGU700SDS,HHGU725SDS. Light �AzpeabFe/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2 HHUS28.2, HHUS210.2, HHUS46, HHLIS48. HHUS410. HHUS5-50110. Truss Clp HHUS7.25110 Adjustatle Truss Hanger I HSUR, HSUL, HSORG, HSJLC series hangers Adjurrtatle Truss Hanger Sized fir Walsh Slowed Truss Hanger Murupre truss Hangars 8 Hi'U26, HT'U28, HTIJ210, HTU26-2, HTU28-2, HTLI210 2 Multal Truss Hangers 9 HJ, HLIC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley T,uus Clip 10 HUCO1 81/9-SDS. HU007 8 V11 SDS, HLJCO210 2SDS, HUCQ210-3-SOS, HU00310- SDS, HUC0410-SDS, HIJC0412-SDS, HUCQ52S'9SOS, HUCQ525.11-SDS. HUCC610- 50S, HUCU612 SDS Simpson Strong -Tie 2020 FBC Approved Products Updated z',r2tJzp ._ F dreci Inks to all a resets lied belay. ^LICK IfERE For SST pp .+..tii.,gdtf F F l 's St x Product Approval System and Man -Dade Coup Nalco of Acceptance MCA).- aaddtrpiat nlamaooriregarrHrhg brides akwide pp ysu County txt)ta MCA). FL#1/463-R5 AW ugt Model, N um Der or Name Product Description 1 HHUS210-3; HHUS210-4 Joist Hanger 2 HRS6. Hi HRS12 Strom Ties 3 HUCO210 2-SDS, HUCQ210-3-SDS, HUCW10-SDS Joist Hanger 4 THGB2, T1k383, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ23D5i, THGQ3S)S4 5. TH301-12-SDS3, THGQH3SD54 5, THGQH4-SDS8 .+oils. Hanger 6 THGIAi THGW3-4, THGVVi THGW4.4 just Hanger FL#11473-RS a�9.g Product Mcdai. Number or Name ProductDescrootion 1 DETAL20 Double Embedded Truss Anchor 2 FGTR. FGTRHL. FGTRHR Girder Retrofit Anchor 3 H18, H16S. Ht6.2. H16.2S Hurricane Tie 4 HETA12. HETA16. HETA20. HETA24. HETA40 Embedded Truss Anchor 5 HETALI2, HETAL16, HETAL 20 Embedded Truss An cho, 6 M1 9 F4GA D, Hint Masonr mfitcorrectors y ret 7 HHETA16 HHE A20 HHETA 4 .HHETA40 ss Anchor HeavyEnitedded Truss 8 LGT2, LGTS-SM 5, LGT4-SDS3 Girder Tedo.wn 9 LTA2 Lateral Truss Anchor 10 META12, IVE7A16. META18, poll Q META24 MET440 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, 14STCM 60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16.. HTSM20 Twist Strap for Masonry FLMI IM&R5 R.aual ProdltctModrd.NumberorName ProductOescnption 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Coked Fkildowns 3 HD313, HD53 HD'7R HUSB Bolted Hoolowns 4 HTT4, HTT°, 4175-314 Tension Ties 6 LTT19, LTT 2US, LTTI31 Light Tension Ties FLA W28-R5 yegy,il Product MddN. Number or Name ProductDascnotion 1 S85,18x24. SB71Bx24, SB1x3C SB Anchor Soft 2 S73TB16, SST820, SSTB2A, SST825. SSTB34, SSTB36. SSTBI6L, SST820L, 6ST824L. SSTB Anchor Bouts SSTB28L FLIOII;_ 2-R4 3" X Product Model, Number or Nam* I CMST12, CMLSTI4, CMSTCI8. CS14, CS16, C.S18, CS-10, CS22 HRS6. HRSB HRS12, FHAB. FHA9 FHAl2, FHA18 FHii li MS7126, MST36, MST148. METI60. MSTI72, SJMST27, VM ST37, UMST48 3 HTS16, HTS20, HTS24, HTS28 HT530, HTS30C 4 LSTA30, LSTA35, LSTI49, LS7I73, MSTA9, MSTA72, Iiii , MSTA18, Ni MSTA24 5 LSTA9.LSTAI2.LSTAI6,LSTAI8,LSTA21,LSTA24,ST292,ST2122.ST2115,ST2215 6 LSLBF13.25 SUBH3 25, MSUBH3 25 LTP5 8 LTSI2.LTS16,LTS18.LTS20 9 MSTA30. MS7A36. ST6215, ST6224. ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52 10 MSTC68, MStiC78, ST823b 11 MTS12, MT818, MTS18 111 M-S30, M7S24C, MT S30C 12 W81.56, SI81.81, Siti S1B2,37, S182,56, SF82.68, S152.1 Z SlEci3.56, SIB3 62, Si U6, Si6ri SM4.28, SI84.75, SIB5.50 13 sBA212M. SMA2.12/10 SBA2.1212, SJBA2.12114, SBAk,18J8, WBA4.18110, 151,15ri S/BA4,18/14 14 .vq•IIA 15 SiHDBS, SfH088, S1HD14S. SMD136. StHD15S, SMD159 16 SxIHCNJ4, SMDU6, S4H0U9, S7HOU'1 17 SfJCT. SfKC"T Product Description Called Straps Slaps 97 mil (12 ga) Heavy Twist Straps Strom 43 mil (18 go) Slaps 33 mil (20 ga) Budging Connector Laterai Toe Plate Light Tw;siStraps Straps 54 mil (16 go) Sans 6° mil (14 go) M ediumTwist Straps Top Hargis Jost Hanger Top Flange Joist Hangers Hurricane Tie Hoktowns Holdbr+,ms Joist Hangers Product Deacnptlon Concealed hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1 all67 to 3-9716" and heights ranging from9.1/8" to 23.15116" Face -mount hangers Face -mount hangers available in widths ranging from 1-5161 to 7- 318" and heights ranging from 5-5118" 1p 12.7,B Face -mount hangars Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8" to 5.1J8" and heights ranging from 4-N4" to 15.3/4 Concealed Range version (HSURC, HSULC) available for all double 2X and 4X models, only acute flange is concealed Face -mount hangers Face -mount hangers available in widths ranging from 1-9116" to 7 1/2" and heights ranging from 2.71W to 19.1J4". Concealed flange version (HLIC) available for all models having width equalto or greater than 2-9J16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updatad Izswm2' For deal Inks to all SST approvals Isted below. rL€C-k1 HERE. - For addtcrial mfamaoon regrrrding Florda's Statewide Product Approval System and Man -Cede County Nower of Acceptance iN0A1. CI 11'K HERE 16 SiLBV1,58, S1LBV1,81 :LBV2.C6, SILEV2,37, Srl-BV256, S''LSV2.68 S/LSV3.12, Top Flange Joist Hangers 'S'ILBV3.51 SA_5V3.62 SILBV4.06 S1LBV412, &1-13V4.28. SILBV4.75. SILBV550 19 SILTT20. SOIT2Z, Sr -TT 14, FIT 1`4. FITTS Holdowns 20 WST60,'AYIST72' Straps 118 mil (t0ga) 21 SP4 SP6 Sled Plater Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STG OTC Truss Clip 24 T6022 Truss Brace Diagonal 25 TJC37 Truss Jack Connector F1.113904-RS .eau X r or Name 1 CCQM3 62-SDSHDG, CCGM4.62-SDSHDG. CCQM5.50-SDSHDG. CCTQM3.62-SOSG. CCTQM4.92SOSG.CC:TQM5.50-S08G,CCCQM362-SDSG CCCOM462-SDSG, CCCQ M5.S0-SDSG 2 ECCLQM3.62G4CT, ECCLO1V4.t32G-KT, ECCLQM5.50G.1ri ECCLLOMD3 62G-KT, ECCLLQ1YIO4.62G-K'T E;CLLQ44L35,50G-KT, ECCLRQMD3,62G-KT, ECCLROMD4 620- KT, ECCLRQMD5 5OG-K1 3 HGUNI-. 25 HGUM5.50, HGUV7 CO, HGUM7.25, HGUM9 00 4 LGUML'6.2. LGUM26.3. L.GUM26.4, I.GUIVI LG'JM28-3, LGUM28.4, LGUM210.2, LGUM210-3, LGON1210-4, LGUM46. LGUM48. LGJYAIC 5 MBHA312/9 2-�, MBHA3 12111 25. MBHA3.56(7 25, M8HA3 5619.25. 1ABHA3 5601 25 MBHA3.66/11 88. MBHA3 56114. MBHA3 %016, MBHA.3 56118 MBHA5.5017 25. MBHA55009 25. MBHA5.50111 25, MBHA5.50111.88 NIBHAS 5C114. MBHA5 50118, MBHAS 50118 6 FJBHU3.56j9.25. MBHU3.56111.25, MBi 5601.88, MBHU3.5&14, MBHU3.56116, MBHU356118, MBHU5501925. M81i511.25. MBHU5.Will 1 88 MSHU550114, hili 50116, MSHL1550)18 FLAil3975-R6 Sect % Product Model. Number or Name 1 SD'+ii`22300, SDW2Z338, SDW22433, SL1V422458, SOW2250C. SOWZ400. SE)W22638.. SD1,`i= 4 2 SDWC15450 SCWC15600 3 SDWHIP30008, SCrVVH1g40008. SDWH196OGOE, SLWH198WD8, SOWH191000D6 4 5DYJH27400ii SD'vVH27600Ci SDVV427813DG, SDVwH27IODDG, SD'VVH271200U 5 SD'JVS16212, SDWS16300, SDMI6312. SDN/516400 6 SD'VV519500, SOVJS79712, 5DvVS224W.SOWS22500 SDWS22512 SDWS2260G SO'A,'SM00, SDVV1,:r22900, SDWS22.1000. SDWS221 i00, SDWS221200 SDWS221500 7 5DdJS7230ODB SOWS2240008 SO'NS2250ODB SOWS72600D8, SDWS22800D9, SDVI;22100" 8 5DWS22312OBB, SDWS22512DBB 9 SDWS27300SS. SDWS27400SS. SUW927500SS, SDWS27600SS SOWS27800SS, SCOWS2710DOSS, SDWS271206SS 11) SDW'.113400 11 STN22 FL#15363-R3 Sea X Product Model. Number or Name 1 AS 18 AS 18S5, AS 1890 2 AS 20'HS 3 AS-20 4 ASHP FL#15730-R4 �I� Froduct Model. Number or Name 1 ET HP 2 GAC, GOP, GDPM-50, COPM-75, GDPN1.100, CUPS, GW-50, GW-75, GW-1g0, GTH 3 PDPA, PDPA-K, PDPA-MG. PDPAT PDPAT•K, PILAW, PNWP, PINWP.W. POPAWL, PDPX WL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET'_3G ProductDescription Masonry Per Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Soong-DrrveSUWH TIMBER-HEXScr'ew Strong -Drive SOWN TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Dove SOWV SOLE -TO -RIM Screw Outdoor Accents Hex -Hood 'Washer Product Description 18 ga Truss Plates 20 ga High Strength Truss Plate 20 go Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas•amorted fasteners and assemblies Powder -actuated fasteners threaded studs, and assemblies Adhesive Anchor fix concrete O O s -Cu � O U O Simpson Strong -Tie 2020 FBC Approved Products N(1 W ca. O O I n'.d -noes, "I la rr'.s •,e-'r:ri rx Y: Sac'ws_.-'rcries. ql,. ..y, l`., r,., :av '.Sand)*, --a.-...,fret .. R,,::c-: ., en f.[:a, - .+..:,. CUA-0 (W'. - H _.;. ...er,e. Y Fx mrior n.u'ae:s a a atN rr. ha ra ,'�g#oa i•_ta"M k U CU t) •aft 8- d e qhh r ,r, q h,a 4-;, 1• to 1 1' v aa,-j `Isr�p V/ alianie •Cf-odet n rig •r.t 7 a.atu; a O h-. r..t !,) <t;•r•: Fa ma.^ •nine 's a :eFle 1, .1 ) ra- c- g'ra+-. 1-7,4- to F" O Q 1 ,O .p 5 a^d - A; r -.,g' fro ';� t,, tin, O LL At Fa e mo_r nor ♦V O Li \V �tV^'' � ^O^'' �'O1 FJ m' « oar 1.e+r,iaLle ri try Ic ra yag'ri-1.W-t'tv4 cnW S a-d "s 1t r ,,,g,:'i li;! r' .:;" Ir,. 11 t cn O .',I ,I..f LL hR J1,,_a, _L.; r4!J, I.lti XL, M _I iJ':) aL:: F J--ti 1X',el@CU CU Q P.:1,. r, .",qr"'.. 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ASSIS" Virtual Zcvie:v Plans Review completed ail id C -: t Z" e for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 - Simpson Strong -Tie 2020 F13C Approved Products _- .:1 d:,:<.I !C"T -c r•.'y: '1., hid= =te e,:e o..; Jug: ilr7'wt4:s'e_•err': :`. am is-. Cox.^:a f4en: ._ce,tancr-.F.�A:. . _�I -r. A. �eest•e.4 i;•.J� `rr ccaaei« :y:.er. .fi'.S ..r'x•: q +'a•v:iT Fn'.'e::•4.nr 1I nic-':ill,-:1ev, r i 71 'r",.i : , I 1 �J'f 1 i 1 C• 11 Ti it "if, T Ir ,r.:=-.:�, 'rery , 1-1 : ca-. , .,.ly :, .+, A�i,.'e'�., tt7,",cr 3,c .i i. r,tatcr,y ,.ai61 +k v Y x11 11,1d r C solar= r-c•' a'rz: Ty , "'r.r1 111 3'5 L.'rii :tee i .a lies, a'rlte's_ Ili, iejG III a„con s'.eel acd y C r'. '1 t sin 1 !ef•' `L_ , .r,.� 'n n'k•' 7L D°. t '... h' Tlr.u7_. I ran -,D- aicii-.i':u1: ccpie•'a r-.:ce ten -t: '•'e.,!k•.: :-la+lue rf.. _,b3::1 F THGe3.. _1bR1- „'./21:?I: 'ren HD eade: Hod r)ar;e'',.r t;a^creel _ .1«d%:e r. ... w`ledge-A.lA•icno''r •ra_xary FL1416230-R8 SS'.q 1r Froduct Model Nurnborol Narog I <� HI-HF' t >c• tc-r I N" H_',-Ht S6,33i 7 -tr'i T. ,A .-..I-1 FL#16y37-R3 SIM Fradu�t Model Number o• Na11e •. 1''t ,. p,.r. 1:.1�:. x1' -4:: :19 hu. G'. "•E-4K '-122.1 Xi '471'24 -K ;I11_1,_ _h 4'. L_ ....1 ..- .:•4 .1',..`)1__ .:✓ FL#35320-RQ ,k Frodu t MbdcL Number or Nu1r I- !H.- .. I;li: FHrf.'14-+1 F r ✓ i' F t 1) _1- s 1 '1a 4G- 4- 5✓ t. 7.,� r X-,-s +,4'K H _ 11La, XQ ? i_ h X751"a X1P'-•-4.1 Si? PERguct 22scrle= x X. iqT tr ngh. v.c h ,Jt,r, - I nor. ref -.r nncwy E-HP Fpnx'y A! rear- lintir+ n -• Xi' H g S t an;Jlh I v.,,r,y Hrii °err rn-snn y Sdarg-volt T VVer:ge F , Inc: +r:r 'nasc,rry rein -' isci a At men H."1 F- .a.', I,::nt :.r. ,.w'nr , rnr e e in 304 nr:;a a J !If stwir4e sstcei 'w_r Froduct Description �' t 8 ': 'c 7 r e. x f i)tal � t-C Y rig -ap) g •.err Yh rK` Fn old �' St: T r ,., :�� L 1r i =•.i,1 eel Se i -, T-r , n3 Y`r say. ,+,tt i mu ..1 fl f'oi n_r .a,iue _ d e'sr ex as=her •-.e:+d ill 1 91:rc i I T r, r.:rV t rdr, '�'ra-I c a, 4n'a 0 ap rig -Jc.le, . ,vi111 17. Lit I ,- ar't and eJ sr _ ri,!Mete: '-'.er. # :;r•,, ' rvc• X Motel t3rk Lae •19. ap-), a 3-:i 'wltn AS Lilt 1'1c nt sF 1i -rn _ .',aL1'. bees •-I .} a pry Y'e':{ vet•. Product Oescnntion b C-Y-�, Ian 13 r.er, r I"..:x-lxic- 1 Sr" Ln-rn. 1 4,1 1, Rr .•ere .U I .,.)r., r r F Tri Frail )q 16 d-. 4 arc is 4 ,-.:,:x'.. r... n'. ...�. - D+'Trig. Tap.)'-.g March 15, 2022 1 U) (D W a� CIO ICU > O L > CL O Q L U no O L AgOO-110 U ICU m H O LCU W a N Z J Z Q J a SHEET NO. PA 1.2 MIAMI•taADE WASU-DADECOU e PRODU C T CO?iTR OL S£C'TIC w 1 i9:o5 SW 26 Snot PLO= N) DEPARTU M. OF REGULATORY AND ECO!GO IIC RESOURCES 0") srtam<. F orAa 33173-2474 BOARD ADD CODE ADMECISTRATION DIVISION T dad;} 3 S s90 F f7a� = i 5-23 `OTICE OF AC'C'EPT ANCE (NOA) grr.mismita�e.Yort v PGT Lmdwuies. Lac, 1070 Ttcbaology Drive, North Venice. FL 3427.9 SCOPE: ThisNOA is being issued under the appticableruksandregulationsgov the use ofcoustcuuctionmaterials. The documeritation submitted has beente-4imed and accepted by Afianii-Dade County RER -Pro iuct Control Section to be used xa Miami Dade County and odwrareaswhere allowd by* the Authority Ha visig Juris section (.AHJ). This NOA shalt not be valid aft" the exptranon date stated belouur. The Marini -Dade County Product Control Sections (In Miami Dade County) an&'orthe AHJ (in areas other thaaMsami Dade Couucnry) reserve t he right to have this product or material tested for duality assurance purpor es. If this product or material fails to p--:form in the a c ceptecl manner. the man ufacturer will incur the ecpes se of such testing and the AHJ may immediate ty rev ok-e , modify. or suspend the use of such product or material within their jurisdiction. RER reserves tae right to revoke this acceptance. if it is determined by N -Dade CountyProduct Control Sectionthat this product or material fails to meet the requirements o f the applicable butting code. This product is approved as described herem and has been designed to comply with the Florida Building Code, mchuding the High Velocity Hurricane ZMw DESCRIPTit3N: Series ";$7012770" Vinyl Slicing Glass Door (Reinforced;)w.hvo 90, & 10corners-L.M.I. APPROl .AL DOCtXMtiT: Drawing No . MD-SM, .0 Rev B. titled "Villyl Sliding Glass Door NOA (i..il)-_ sheen `t b . d 10, 0115 and last oil. 02101$ 21 and 1 turouglh _ 1 of -1. prepared y marui0h signed - A. Lynn Millet`. P.E.. bearing the Miami -Dade Cou rtry Product Control Revision stamp with the Notice. of Acceptance number and expiration date by the Malmni-Dade County Product Control Section 1II5.5II -, r WA c T R.ATTNG: Lary and Small Miss9e Impact Resistant Limitations: I . See table I (sheet2) and table 2 (sheetD for applicable SGD malt sizes. design pressures. reinforcements types, ass tyTes, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requ iren lens en I l thru 16 _ Rigid VAnite PVC. Tan ( ton -white) Rigid PVC and Brown coated ( or laminated p a hire Rigid PVC to be labeled per re8ereflced NOA' 3 requiremeuts 3. Eavess operable doors must compiywith mm clear width or height per FBC requirement as applicable. a. Pocket wails under Klmate approval. to be review:edbyBuilding official LABELMG: Each unit shall bear a pammeat label with the wanafactur&suame or logo. city, state and series and following statement. "Niiama-Dade County Product Control Approved". noted herein. RENEWAL of this NOA shall be considered after a renew at application has been filed and ;here has been no change in the applicable building code negatively affecting the performance of this product TEMUN ATION of this NOA will occur after the expiration date or if these has been a rein sum or charge in the materials, use. an(Vor manufacture of the product or process _ disuse of this NOA as an endo:senient of any product., for sue. advertising or atr odurpurposes shall automatically terminate this NOA. Failure to comply with any tionofthis NOA shallbecause for setunwhou and removal ofNOA. ADVERTISEMENT: The NOAnumber preceded b-t the nrords .Miami -Dade County. Florida, and followed by the expiration, date maybe displayed in adve rtimtr literature. If any portion of the NOA is displayed. then it shall be done in its entirety,. LNSPEC"f ION: A copy of this entire NOA stall be pro-Med to the user by the matnifictute ti or its disstrtbuutors an shall be available for inspection at the}ob site at the request of the Building Official. This NOA rev-ises & renevrs'OA *2 0-0429.05 and consists ofthispage I and evidencepa!" E- 1. E-2. E-3. E . E-5 & E-6 as well as approval document mentioned abme. The submitted documentation was m-mewed by Ishaq L Chanda. P.E. NOA No.:1-0.10FA3 GONNfY Expiration Dates April l4.:4:6 ApproralDate:atarch 26.:021 Page I PGT industries. Inc. -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Eiidleuce Submitted under prey -ions submittal A. DRAWINGS 1. Drawing No. Xl[D-5570.0 Rev B. titled `Vinyi Sliding Glass Dox NOA (LIVW'. sheets I tbroughh 21 of 21. prepared by manufacturer. dated 10,05,15 az d last revised on 04.'22:20, signed and sealed by A. Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Aix Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Fr»ire Loading per FBC. TAS :203-94 along with marked -up drawings and installation diagram of all PGT la lustries, Inc. representative uinds listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory. Inc.. Test Riepoits No.: FTL-7897, PGT PW5520 PVC FixedWindow (unit 6 in proposal). dated 091,403; 14 FTL-20-2107.1. PGT SGD780 Akwiimint Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement iW indow (unit 8 in proposal) FTL-20- 2107.3, PGT PA7620A.Ahnninm Fixed Window ndow (unit 9 in proposal) and FTL-20-2107.4. PGT P10620A Aluminum Fixed Window (unit 10 iu proposal) dated 07l13/20. all signed and sealed by Idalrnis Ortega. P_E_ C. CALCULATIONS 1. Anchor verification calculations and structural analysts, coruplying with FBC 7"h Edition (2020), dated 0+22,120, prepared by mialuuftitrer. signed and sealed by Anthony LynnN4i1hx, PE. 2. Glazing conies with AST-ME1300-04. -09. -12 and 46. D. QUALITY ASStfRA_NCE Miami; -Dade Department of Relttilatory and Economic Resources (RE]t). E. 3LATERLAL CERTIFICATIONS 1. Notice of Acceptance NTo.19-030.02 issued to Kuraray :America. Inc. for their "TrosifolS, Ultraelear, Clear. and Color PiB Glass Interlarers-'. expiring on 07,08,•24. 2. Notice of Acceptance No.17-080&02 issued toKuraray America. Inc. for their "SennyGlas1l (C near and White) Glass bterlayeii ". expil* on 07--,04, 23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Evmdom Limited for their "Brown Coated (Painted or Laminated) White Rigid P3"C Exterior Ein-usions for Windows and Doors. exTuing on 09{3024. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusio s Limited for their series *17E 1000 Taal 202 and lighter shades ( on-- thke) Rid Cellular PVC Eztelior Extrusions for'"I ndows and Doors-. expiring on 12,29,21. Ishaq I. Chanda, P.E Product Control Unit Supervisor NOA \o.:1-0:0=.03 Expiration Date: April 14, 2026 Approval Date: 'March 2=,.021 E -3 PGT Industries.. Inc, NOTICE OF ACCEPI_1-NC'E: EVIDENCE SUB-AIII'TED 1. Evidence submitted under precious NOA A. DRARTI GS I . Mantifactuarets die drawings and sections. (.Submited ruder ! f7 4 N"v.11-010 - 04) _ Drawing No. MD-5570.0. titled Vuivl Sliding Glass Door NOA (Ul.. sheets 1 through 21 of21. prepared by manufacturer. dated 10,0515. with revision A dated 04,05,47, signed and sealed by A. Lyra Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Presst= Loadimgper FBC-TAS 203-94 along with nuanced -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8717_ dated 12,07.15. signed and staled by Idalmis Ortega. P. E. (Test report revised on 0' 15 al6 and 02 2416) 2. lest report on 1) A.ir Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94- 4) Lap Missile impact Test per FBC_ TAS 201-94 5) Cyclic "'Find Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along withnialked--up drawings and installation diagram of vinyl sliding glass door_ prepared by Fenestration Testing Lab. Inc... Test Report No. FTL 854C dated It 06:15. signed and sealed by Idalmis Ortega_ P E. (Test report revised on 0104 16 and 02 ' 11 _'016) 3. Test report on I) Air Infiltration Test. per FBC. TAS 202-94 '_) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. T-AS 202-94 4) Large 1'ulissile impact Test per FBC. TAS 201-94 5) Cycic ''Find Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along withmarked-up drawings and installation diagram ofv-invi slidimg glass door. prepared by Fenestration Testing Lab.- Inc._ Test Report No. FTL 8-547. dated 12 0415, signed and sealed by Idalnnis Ortega. P. E. (Test report riev-ised on 021,15'16), 4. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 2) Uuifcnm Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large 14fissile Impact Test per FBC. TAS 2_101-94 5) Ctxhc Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test; per FBC. TAS 202-94 along with marked drawings and installation diagram of vinyl sliding glass door. prepared a 2, °1 _+. signed and by Fenestration Testing Lab.. Inc., Test Report . o. FTL 8 . d red 1 _ 04 tgii sealed by Idalnais Ortega, P. E. (Test report revised on 01,'0416 acid 0211.� 16)_ I-Aaq I. Chanda. P.E. Product Control Unit Supervi-sor NOA No. 21-0_sff.03 Expiration Date: April 11,:0.6 ?approval Date: afarth .0' .1 E -1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE S1BAUTTED E. 3LATERIAI. CERTIFICATIONS (continue) 5. hex Part Super Spacer Standard cotiuplying with ASTM CS IS Thenni.al Conductivity 0.88I BTU -in' hr. t-O'F. ASTM F 1249 WVTR-Pass. ASTNI MM Oxygen --Pass, AST E '1190 I.G_ Durabdity-No Fog -Pass, i.Snbndtled under pre%lous NOA No. I1-0409 0i) 6. Quanex Part Dura drying with ASTNI CS 1 S Tbennal Conductivity 2?2 BTU -in hr.-W-T. ASTM F 1249 VN-TR-Pass. ASTM D 1434 Argon Pernieance-Pass. ASTNI E 2189 I_G. Dunbility-No Fog. ASTM E 546 Demo- Point Development -20°F in 48 h3-,. (Submitted under N O-4 No. 1 S-0409.0i). Vision Eetrusiotis Ltd_ Parts cosziphnng with PVC .A.A:4LA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusion;. Ltd.-%,EX-1 by A.ALX A Fenestration Exterm Profile Certification Program. (Submitted under N0.4 N 1.;_ 0409.05) 8. Vision Extrusions. Ltd. Partscomplyirng with PXT-AANI.A.303-13. (Subritilled under NO 4 N& 15-0409. 01) 9. PVC-AAI�Lk 303-13. Voluntary Specifkaatiou for Rigid Polyvinyl Chloride (PNIQ F-Venor Profiles for Vision Extiuisidms. Ltd.-VEX-1 by A.ANIA. Fenestration Exterior Profile Certificatioc Program 10. Notice of Acceptance No, 18-1217.14 issued to Energi Fenestration Solution. USA, Inc. for their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors". eVit* on 01,04'21. 11- Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution. USA. Inc. for their series `11b#e Rigid PVC Exterior Extrusions for Windows and Doors expiring on 02Q)&23. 12_ Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution. USA, Inc. for their "Bronze &light shade cap coated '"hire Rigid PVC. Exterior Extrusions for Windows and Doors. egg on 04.161'25. F. STATEMEN-TS 1. Statement letter of conformance to FBC ,a Edition (2020). dated 04.22.20. issued by manufacturer. signed and sealed by Anthony Lynn Miller- P.E. 2. Statement letter of no financial interest and of imdepeudew. issued by manufacturer. dated 04.18 20. signed and seed by Anthony Lyxm 4lilier. P.E. 3. Private Labeling Agreement document betvveen PGT. darted 03. 30.4 5 and signed by all tritolved parties. G. OTHERS 1. This NOA rei*es ` O- 17-0420.06 (PV T w `CGI) and updates to FBC 2020 (71h Edition). expiring 04,21'21- ?. RER Iest proposals #19-1155 dated 01-1020 approved by Ishaql- Chanda. P E. expiring 04'14:21 _ E -6 I:haq L C'handa. P.E. Product Control Unnt Supervisor X+OA 1\o. 21-0209.03; Expiration Dates April 14, 2026 Approval Date: .ltarch.g,:021 NOTICE Of ACCEPTANCE: EVIDENCE SUB-NIITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration rest. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS MI-94 5) Cyclk Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC_ IRS 202-94 along with marked -tap drawings and installation diagram of vrimrl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL &449. dated 11 �06.15, signed and sealed by Idahnis Ortega_.. P. E. (Test report revised on 12:04.45 and 02%11.,16) 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Find Pressure Loading per FBC. TAS 203-94 along with mark--ed-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552. dated 12,04 "15. signed and sealed by Idainais Ortega. R E. (Test report revised on 02,15,201 ) T Test report on 1) Uniforinu Static Air Pressure Test. per FBC. TAS 202-94 2) Large N issile impact Test per FBC. TAS -101-94 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram of vhnvl sliding glass door. spared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (�aniples A-1 thru A-22). dated 11 19,10. rimmed and sealed by Jorge A. Causo. P. E. (Subtultled under N OA mo o. H- 0107 04) 8 Test report on I) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3)Water Resistance Test. per FBC, TAS 202-94, 4) Large Nhsstle Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6) Forced Entry Te st. per FBC. TAS 202-94 along with masked -up drawings and installation diagram oftinyl sliding glass door. prepared by Fenestration Testing Lab, Inc_. Test Report No. FTL 6337 (samples A-1 thru A-5). dated 12:0610. signed and led by Jorge A. Causo. P. E. (Submitted under N OA N& 11- 010 7 09) C. CALCT-LATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 1109,15and last rex ised on 021546 signed and staled by Anthony L. Miller, F.E. (Subunirled weeder. 0A No. 1-1210.01 ). ?. Glazing complies with ASTTAE-1300-09. .4 Ishaq L Chanda. P.E. ProductConaol Unit Supervisor NOA No.:1-0:0;.03 Expiration Date: April 14, 2026 Approval Date: Nlarch.b. 2021 E -: PGT Iudurstries. Inc. 3. New Evidence Submitted A. DRAWINGS 1. Draw= No. 1ID-5570.0 Rev-B. titled Vimyri Sliding. Glass Door (LW'. sheets 1 throug2i ' 1 of _' 1. prepared by niaaufacturer. dated 10.05' 15 and last revised on 02 0121. signed and sealed by A_ Lynn N iller, RE. Note: This revision consists replacement of same existing mstailation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1. ltiore D. QUALITY ASSURANCE 1. 'Miami -Dade Ekyartment of Regitlatory and Economic Rees (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance NTo-19-0305.02 issued to Kurarav- America. Inc. for their "Trosifolt Ultraclear. Clear, and Color PIT GLas-s Interlavers '. expiring on 07.08:24 2. Notice of Acceptance No.17-0808.02 issued to Kai gray America, Inc. for their "S+enh�►GLasB (Clear and �tiiite) Glass Interlayers". e�►pir' on 07 04:'23_ 3. 'Notice of .acceptance Nio.18-1106.10 L%uaed to Vision Extrmuonzs Limited for their "Broom C oated:i (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09 30'2 1. 4Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "tT 1000 Tan 202 and lighter shades (Non-111tite) Reid Cellular PVC Exterior Extrusions for Windows and Doors'-. expiring on l 2<<9,221. F, ST ATEX ENTS 1 Statement letter of conformance to FBC 716 Edition (2020). dated 0101'"_'1. issued bt manufaicturer_ signed and sealed by Anthony Lynn Xtiller. P.E. 2 Private Labeling Agreement dated 03:10S.,21 between PGT Industries, Inc. and CC: Windows and Doors Inc.. signed by Dean M, Ruiark. P.E.. V.P. Engineering. on behalf o:, both companies. G. OTHERS 1 This NOA revises & renews N 01ii 20-0429.0; (PL.A u 'CGI). expiring 04.14-26. 2. The current associated PLA CGI file #21-0205.01_ expiring 04.14:26. Ishaq I. ("hands. P.E. Product Control Unit Supervisor N*A No, N-024=.03 Expiration Date: April14,220M Approval Dares J[areh :6. Ml E -6 F(' ,I in&),1r s• . lu N0TIC L OF .AC C EPT.ANC E: E\"IDEN(f Si BAEITTED 1). cf�F.-k IT1 ASS1 RAMC E e Dcroa�mcm, t 43f .e n!lair or.' xd f., uaon-w Rin otin. e tutu R L 1LaTFRI.AL C ERTTTIC:ATION 1 Nc lce o a tCt1.Tw1 e NC! 1;-W` 18,1-t l,'Sut'1 I < VLSIor. Fxi11,lszorl Lainte" r t le - White Rigid Pt-C Exterior Estrucioir� foa TNirudovv = and Doors'. v zed ,:NS 1 ,ai Acotf'!am e No 16 0420.08 1.irii e6 for tlii+i 1. t`E 1000 Tama 202 and lighter Shade,, Non-'i hito 1 LVil PVir", E-mt l•ioi' Einlisions for. NA L1C1ows a1nd Doors', d nietl : 8 16. t_:%p=g on 12''9 r"1 ? uv.i.e of A Cqv, ance No. 15 issuud io %`iSa On E`er. iti,iori Lanirecl ZQr Tim" Bi r:1uv tr ( i31t C1 (Painted or 1.,iiiaiii.atPil} illlite Reid Pt"C Ettei leer £ tint ioUt foa NA indoor - aril Door< _ JoteJ i)!' 13 1 4- '0 19 -i ....'ri:_t o14 Ak_,`:t tans eytJ l� �i 1.2.112 :i)Lled „, ENERG11 t'11CSI12i1D;1 `of tile- T.-l.N 3040 ,and Li;im?i Shades (_.Non -White Rigid Pi-( Exterto Ertl lisiotl' funll' itidow� :atidl 1)urir; .'+;?_ 1� I exptrlhiz on i_'' 1040'12.0t , m-d 3L ENE - GI Fe:1esiratlt,tl S ;s:it:'�t "SA_ zlx: zr t! IRS Bt nil�e =aiiil Li¢ittei Slladle° o€ t: zip C oaitd+dl Fvgid PV Evir i7 i E xri usiou,a foi Window-, awl I.1o,r,:rs d to ."_y s it. otXP fU19 o (_,4' `. ..'.J i 1 � :; taf +Chit?Rig Rigid t: Lsteriot Ezrat - wls for iYiiidlouv-t and Danis dare- A °• T1 `.. -t- '_ •1'1% _ .i` ._. 15 1. .t L" ri t_, 1.Crl :illl•,:C}! i !T!3 (c P rl •;fit i-,�uf d �-V K-i = y inc 'or t.rel Seatr i (A as f iC le an and 11 tiitrel laterlaN ei e%, u mix oti ''' (14 1 & I6--1117.01 i:3 ued to Anx-11ca. Ilic. f'of 11r,ifrol t 1.1rt aaclear. (It -al, and (. olor .Fi"B liitarlw ea ; ex1.:uin rq,119- T. �;1:1iILilL'�T< i< i I'EC -51v Edition i 2014) up, F BC -rilb Edition : i1C:, t,`4' nvLLf Ctiire€ d;?Teri 0,' NT 1 � i-,, & Sealed "ov 7 i i �. a ter P F fulancl:si kite re -1 i red_ -t4: I - _ °;Lied �C'Te T of iah rounp`411c . pzuT of the abo`-e test rew s # Te l'-,,o.1''-03S". _".!.^.z _ i3:iTe'd 05_ IR a:clit: s:Y tSsil+dq 11:enJ3 P. tom. OTHE R tl :e cif c ° take . 1 1'.l0.ip1. 1 ti;1 C1 to PG I lnzl,u�t:�ie- for duel: Se..es ��7tll'-~7i)°"' t�tiii=I Slidiaig glass Driest° (R.einf`+�rcedl - L.1I.I.-. e�:pirirl� czll r�4 I ?1. E -? Prodntt C outroi Ututr uper%-i'Or t _i.a No. E�}�ir:iticnAat?r merit t�,.�=:� 14pro-alDare: �\bi;h 1. Ib. SEP 0 8 2022 vIATUAL v'•-ti'" nSSiST Virtual Rcvie�.�° qs�°s'• 1,+r. Plans Review c,ornplete 2420 F3C 7thd for compliance with the Edition by Debra Anne Klahr PX2300 March 15, 2022 O (D C to N _ O 2-_0 O U CUa- O Q C O c .CD CU U -0 Cn N C =3 ca O CU rn O = O t� O 0 $ Ca o � U_ .,- O ca > un (D � E >_ O Q i- -0 Cn Q Q Z rAA W J L� E Cu CU O CL O lL <c � U O L CU m Q O L w Q z J z Q .J 0. SHEET N0. PA 1.3 \ /I ILI EC imc. _ TILLff TEWING & ENDINEEMNG COMPANY W-1 —TRR A. "LLIT, M, Pb. u1ftT*@Wj.C= YLI'XL—N..I� IF,. C, L`%, 0a*?F9 PRODUCT EVALUATION RF.f!QRT REPORT NOT: 2041728.01 DATE: July 28, 2020 PRODUCT CATEGORY: shufts PRODUCT SUD-CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GAILVANi STEEL STORM PANEL MANUFACTURER: Glabid PmkKgan EnxhugsAJX. 4800 S.W. 51 Street Davis, %rkW3314 I. PURPOSE OFEVALUATION: This in a Product Evaluation Report Issued by W~ A. TINIIi Jr., P.E. (System ID 0 1 906) to the Global Protection Products, LLC, Rule Chapter No. 6 1 020-3, Method I D of the Florida Department of Business and Praillessionad 111199"lon. 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 beat equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In cow of a Building Code change that may effect Its limilitations and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODUCT EVALUATION DOCUMENT (P.Ii Drawing No. 20-1176, titled "U GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru, 26 of 20 prepared by Tilteco, Inc.; signed and scaled by Walter A. Tillit, Jr., Pi dated 0712812020. This drawing Is an integral part Evaluation Report. 'A 'Ai � , tR A. rj, 11, 'i , o; ......... �,, ____ , . *..*`,,10ENJ _� H�7_-�` �-- �7 itv .., �?\ __ I I f-.-'- No, 4416 " - I I 'T - 2,� ,�,*: * A , I " r - . .'P4 . f'-, -&'-"k.1'oMf.,p..1C... l.tli.,.- . . .A. -, �l 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone-(305) 971-1530 u;, jx4i4,"..PII PRODU LEVAIIXAUW- 2 2.2. T REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static toads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports A 96-669 dated 08/09/1 996, #965-570 dated 0911811996, #96-T30 dated 09/20/119%, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated O411 611 998 and # 2126 dated I 0/05A998 wtnW by GIIm. ardRrr, apart No. 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada. P.E. and Henry Hatter_ P.E_ Tensile test report No. 9CMA 97 by CC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,6,-STRUCTURAL ENGINEERING CALCAATIOAS, On 20 Gage Galivanizod $*at Storm Panel for maximum panel length Va. 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 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., dated 11103M8 and 03fl Z115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE 11i RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RESISTANCE; 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as 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 suit be as Indicated on sheets 8, 2, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Occurrent (PE,D.), drawing No. 20-176. 5. INSTALLATION: Installation 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 glassehall be as indicated on sheets 8. 14, 16.25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. "W0011"1% Aw.7 T i� "I ....... !" �,N !Zp� ,/ lk S�kx ..`r,IENSe,`..�5P %- �, 7 � , ", . - - ,_� lz_�_� - * - ; -167 - I --' . - - -:.- Ai It. f,,� * - " Ao-i., - I 4i - .1 �t,q:.. STATE Of .. I.Q: %, C I :0 �.-_ ". e_C# , ',-,,%,Si4A�` , ". , � ,0 tEw"1411", GENERAL : e a? * Ux THAT PRELAsr si''Aat ,DP Piatrjs- --_WcRt_- `TMEL5. 57-.-E' 110 .aX 05NACS PIT '01NC �, '-f um SIM 1 am GN rk -,ING WAIL, ANCHORS ,KALE Of LOI' ENC&I�V EC REALH TK hAAgN '�IKTJCIVRE EN-0 $,��j PANUS . ST PMIEL SH(XI&T,15 TPROrZ51T �E�%L�ToN Docukkw (FED) HAS vuEN vupti:D FOP cow,L,ANCE m 4W A-CRAC-r 1.A,1 K t AAENTKYNED N Ll 1) ANC * 91 ACCORTIANCE 1KEEi RIF 2172'D (Ith EX)ON) Of THC noIP,OA FNA,,rWG CODE lC) T.0 AtU1101 VQZI _NN_ W_Ck&_2V,n. , - 015 "4 DESOCIN TNWO LOADS Sl K DIFIERMNEYJ AS PER S�C�TIOAI 10120of IW. AWAJ ULATIOftEv CIOU, - ;,.*. I AmcHon, AS umui,Ac,,�wo FIT , W 2vtv'A. -, FOR A WWD 5M A$ REWIRED ITVTK "INTSOICIION *IXK T4ESk %4VITERS WL K JWUALLEfkMV - I. -ID PANEL-IE ILAWE XJ AM INT,(LEACIT PLIK AWJICIR'.; A% .P�'4RELI k4l FICO :OW,.CTIO- NACMCM rook � DIFISC11ONAIM FACTOR K6.08b LISIK A&A 7- 16 AM $"a NOT fxCklt, 144 "ONIM Sol, - 1 '4"0 LAC SCREITE, PER NOS OESI ,U PREISUK PAIIN�A WOCATED ON t4ln-TS 7 110cl 12 14, IC, I6. PEE A, 71) . I1115'O . 5/9' WrXIO OUSFANf, A4 DISVPOOCC FT ALA. "Wr "WITF% SOLT EF SPi 'Y' IN CKIEN TO VTATr$ THE ASONE CiA010N UTIMATE DFW,N WAND .CADS CETERWINED PER A34L 7-115 Cl. .NhJIQW tHAEADEt! PENEJAAIAA INIC � CW TAP0,CY; A,WtWXl SHALL 01 1 1/,7* AEC. 2' VCR till) PANCLINATE -S WUL FIE T"IRIETRED'XIED 'Ic & S O DFS4,` WND kokm IFFY mmml.,Nrl THEM 10, 0 6 IN ORDER 19 MIO PAWL-F FE"f IC CCAWARE THEW � W/ ASO) VEWIN PWSSILAPF, RATINGS EQUOI ON 5TC$15 7 "U 12. I$. 15. 00. T9 & IC C:) UW004NA THNEADETT PCNCTRATah OF tkC SCKIT ,N•'TI I-[ WOTO FR-C ,PIFf' SH4L @I ' 1/2' HI3 I-KFAVZ IN CK" TO YERTFV PAT MC,TCI M I HIS P E 0 AS I � INERE NOT OVER STRESSID, A 337E W"LkSk IN NaCTNAN-f fAENbEIRAIJON WIG STUTiM Srw BE CCkFIOCRiD AS PAPT 'r` THE KOARal THREADED EIINET04� 5iENIESS 'OR WWO LOADS WAS NQL AED IN IT" M*,YSkS EAS"M SPACING TO WO00 ,4A5 Ii OUTERTANED A . .C(:AAITAVCIC WITH NDY 2018 C !) M.49AL" EDGE [ASIANCE IV LAG scplkWSINTO I0vT)CC Sf,AL, DE AS INCICATEO IN I- 9RLMNS STOW PANEE'S ADEQUIACY FOR IWACI AND NMO RE9,TCAN" HAS fRXN VEWILC IN NECALWKI 1017n StCTOON 1626 of THE AOLNE WWICTWO CCU AS PER INJAWCANEE DWW, �EER4 TC;Tw WC REPORTS "-599. 96-57O & 06-730 AND C... _� f,LNETTRA7C. �. WOOD gk,S.-; SW. DE 5/6- ,/.- .r2G WEIS- U-50 - 1* I 1/7' L&NC -.,IV CENFSTRAT'Oh TESTIC LAB NO. REPO" 02032 6, TF2126 . AS PPOIC100,S !AS-20I 'AS-702 AM TA5-2C3 SHCI�� SyjcCrl EXI-1- _C :, -U. 1W .k_� W. W, s7uCcc M AS WEIL AS AIAERJOTESLAO (IF $WO FLORIDA RTPC0 Ili 01 -09, AS PER !AS 201, TAGS 202 AND P +� � CASE TH,AT PRECAST SIONE CIO PRIECAST OTNC:f_T PANE". CIUCCO Oe *OM BOARDS at °OtWM M ME E'- �- IAS � , SI 1MOIACS 2, *ALL- ANCHORS SHALL At LONG ENi1'X;1 'o PC," _ UAIN SIMCILIRf BE-1, SIC. IWELS 2 &L MUARMJM FATRV�NS *0 K 6063-It ALICY AV.) -,EWER iv LESS OTHILkWSIF WEED) SEE V-a- 2 AW_fejRAGE SHALL IN AS VtNICKLI I% C 1) :21 A - 4) T 144 AL,IMNW WET VEIK uSFD AT C,(YStVE5 EJWA HAVE 3I05-W4 ALLO" (0) M7 ,OVS SL Of 'NSTNIED rQUO"WO K. ':f Tq : _11 A 17WIChS -0 SGECCAt S CI I- --� $ NTUKACTII" 4 ALL 571FTL SHEET METAL. PANLtS S"I AYE STQ;.pC"LAAL 01`%,,TY -IM ATM -65) CA" -A) a"S." O_60 6 JPNNE�_� .., ALSO K INS"'ALLIt HOF,,r0NrAT � TC�O.T. ICSTAL�AIICN DETINLT, STICTSIN ON SFU`ON 3 *HROI�,� IC �E�- s CKVAN4ZEO ',TIELL OESIII�XATTON *�`�- M E ft, tAFTEA ARXI-EC, T-10- 1C A) ,FPI --, HEADER. �(,& Q vw, Nez K ,-,v, 5 AA1 SCREWS TO IF StAWLM STEa 94 ck 31e A,N, SERIES CIA CORPOS" REVS— COATED CA"904 S7ZCL AS Peg 9 r. . EA.h IK THE RESP,I Or I r'ONTAtN71F,R 0 IEWY -.VE 5012NDNESS Or TAr STIIUCIHK W4-RE ��_ If TC, 8E W. AND 4)C " Toj%_1 5TRII AT 5.W, 1, I W, 1� E. FEUIIC.� � UN '�Ottji ./ !,C - YRLD SjRf -OWA, ST. ax AITAf" 1 to 11,�,TM -�.IEV 11JOR(TRAOTE T 11�� AIV- FIE A71ACHTO TO (TA,_RFEE. ELOCI 1�. WEAK VIkA.1 WI.C. 7.T 1 3 ) A H,/R.Wi S 6& 9OL'S 'C BE "`;rV A-307 `i 'AM?C5 STEEL, OR AS' 30' 5I S'NWELSS SftE'L 'i' 'a I"' TANWKW `r'D STREW. 12 Wrt'iJLAA STOP. PANEL re LaO;7VrS NtR 54 16kOLTGFI N' ' . PER `IFCT"5 6 9. 9 6 10 AND A,.-111`AT`1_S ft SAL & OW I). S�.(TS �, 6 A 12 CI 3- 9� 41i A �EGIOLIE NCI READFLY 41-51BU IAARKWG CSTKOCII� tANIAR Off - , , AWrH,�_ TO WAL, S4kt BE AS IDLIL'ITTS 1FN,TA1 TC SEL"K. NIALLS WOO AIPMA:-WE Ni�vocrww 0CC`L`- vvwus co, HAKICAAIF wowks W To CASMINIL fv,ftp COOK3M I I IK Ill 1-IIA, I.I. CONIRAcII:. S 'O srh,'Cklg As ',.W-rFR -,-.-011f$IT FEGE', APVCH -rEWI Th CNTFNICI- A',VAC7 NEFH - I /4-0 TQPCOk M040R$ A', UAKILIPACTIARO) ON I I 0 BuNIAX, INC I[- f 311. p - ) IIIE N kDAW. IC PIIT-1C11T MNO/FAW AflP,r,ON - I /�- # . 7�8' CX9_ W MCHORPS. A`1 NMk`FWT"RTFC- ev OVINALY INC IWIN �,"jo P I � 7 - ,,, - � - S"2 .1TI4 AT*, � lowqY WIN -ITI-5 NUCA-MD IN '"I� DIE-01" fLUS 'T" 901:-. ATIO ZVN'�' �tt,ILATICWS �. _-�'. - Sn ANCHORS, An W_ M*t11W 9T - PTMy 5MV. NO, 1 A ,Pt SIAt 11 COCc SID" PANCI � k .�l - I- C-330D P.. • ) FQSNFT C R= -4 I)RSDT,�QN MI'A( PERMl .'S APIALIFU TO - 014-10 PANEIY K rENALE Q & f1W-V PLUI ANCTWIR!T AS A&ANUIAC',W0 6' BCO fOW1TR,CN'4. P.ONY':,S 1, (1,I I S POODT.K I ,),KI,,Ar.EW DQCW IPRI ARSO FE, T. LTNT.NCEP �S C41,fm. ANP DC,FS NOT �1,a WEKTRO,11 (� !".3364) III.) I,. A VIE SE . � TUP'I P.nc, - . , , . "TUTE ME 5,t WCINNs EkwTIE rRC. 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Ta ' -rl-'rE- . S. ,--i . WT'O STUCCO 5'Mi EH 't'W"Tr� •"" I -Et SCREWS !&�' S�j K ' IA12' LZ�NC -FNATLV I - ,X, -1 1*4i - , L Ci . GLOBAL PROTECTION PRODUCTS, LLC! - �16T. MO , U�O,0 ICA WALLS NTH 40 "I'VIrCIO = ." , I S, -.IRE„ S -P ,AT OF -. z.� � - - .. _� % 0, * x" T,� __ A rcE VA, - -1111- �4i,-- ZOR 1 20-176 I. u 1". ..',45Y�4-_ - .. - .- NT - .- � I- - r. j__� 11 S' - - -I - "t-e— I "I - I ,,, `,t;:;;��_,_., " * ! - I �, - S _� - ,--,",I `1 -I , . . /.NA ��;14 11� I , .::_11' I I I INSTALLATION DETAILS FOR RMULAR-PMELS - " t) & 16 INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES .I", . � ON r5a sa� 0OWCOM &ICTAORS 7- a � 9) I Pat X.,106 ON - I � 0N.Cor"T � (W ScKW.1 QT`__ -1 gem 8 E.11014. 1) tt C-tm 0 IT= 4) \ - ED -1 owrm POLWO I. 4: cu-v" .4.7ts - , (11a Ic.1a," 0. 4) , IINFE"t a MIDLIG. .1 I� LAISTM _.� - � � 'All ODW-AM REQUIRED ! " \ . - __41a' - -1 -.1- ! C-_-. CORIORM ROXAM, - L , . ... _ - - I - ,--. - \ A�T 19=1 , I ` I . - - - . ". 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I IVDN � 0 : �� I I � i i 1 ;krz-. _ I ". i , I ]OW : I rl/� .. , I ;, ; i 12, ; I 7, 1 �L I I I ,, I a 5ii EmnI PMPWU 1 I I CONCRIET OR 11 I CONCRE117 f1i I . I AaIH_ =ln I I I ,\ - 1 -1 � --. I I ., . . - -_ ; I "'Ir - I i - ,. " I 0,0 . �A � I ry"STIM POURM 10 : . �1 "r - i A T CONCRI OR �, . �v i - —, CONE'RILEE aLOC. - - - I ;1 . REOUtAm .I ,/f a� ;_ li� I li� L I __ 11 - '"'O"', - "IT I I I , - - — 2 , �� . �� _ � . I I I I ! , EaSTWG1 POIA110 71.-'- I ,-I' �L. � r,7 r. - - LL� 1 - . I L . CONCRETE 4"I, KOUNRED - uYDlOpn - ! ."..-WIL - ca'ATRIPPE 4- ,T_ - %WwwD Vf " __1 - - 0.1c"Crt".0a" = SO134" ON "—i�'Mpi, ITT 1.0"ORS �i C*.Cft I � IN. = ICTIVIL" ON , -1 -- .V.� I Nq" � I :�T ": ,-j'a.- _. �!; T= 51II"U'Ll ON N - . A, (SEE M.0" OT, SEUM 6 10001G. 0) ,� , � 614M a TAMOL1. E) �_ 0 ,Nft)va,t.� TINEETS A ININAIN 11) 11 WALL - 1111191i 2 SECTION 1 W-kr II CULM 6 1 ISIEMN. MWE 5/0 I RUIL[2 QZ MOUNT SECTION 3 TCALE 3/6-,' i ALTERNATE moukmmg &%ff StALE 3/iF.I* � 7 i I a E.D. - EDGE DISTANCE : - — : ,j) 1i �` , ,,-I, (Sa SCHEOV_ "I S�Er� 8 & III I :j I : I ,i A : I I I �r "**i� I 6 6. No ,R-Domi '&2jQh_DE_SLLjM5 � I 'Al - I . �- I 19 !!! � I 7L*__L__L___ - IF ""', TGP a BOTTOM WDII CAN at Cou 1 &WED ,N ANY WAY TO SUIT MY I I , go" I . ,rr,�777 ,( 4-6t I /10.% INSTAI,.ATION ... . , i I � I . 4 1\ 1 VNI�l P"TANTO - CONCRIM -I.. " - - •�os /T,7_.-,,1jCE,V.,�---.s1 S .1 . - -, FLORIDA WILDING CODE (Nigh Valwcity laurri4q.@ I Z.1.) : E D AFE(XMD C..Cm-t _Ng -_ I * It 7 S ; * : ,= i _O*: :*- P,N4`, ,,`I-, - 20 GAGE GALVANIZED STEEL STORM EL I __. �� ..L: AT � NNE �E ( ., .Htm a 11ROLOH .) ij -0 -. � LATE ZP -, _L, 0 IT - \1 GLOBAL PROTECTION PRODUCTS. IJLC.L: COUNTING . 1` e"'. -,,. OR,�-` :� / L1EC0,.0 'NL W_ QLILM L , _Ti3O-4,� _N9 _1 _ I.- � C__ i n. M1 3,, _'L. - - .1. .NIK (�M�,`H`t 1� ,.-,..- - _.m_--_ . ,.:,�t I 20-176 SCALE 3/hI __ 'It'A T, N, AA' TA-L 40IN17 _. - - WIT. A IN",. . L . _____.__. ___ I I ailm L� I &, jmw - W 20 I I F1 4,142 -111" *:%,11 pwryl r6j,M:#7A;oiTV##I 1p, I G,. MATERIALjaHARACjE=TICS AND SPECIFICATK)N&- , Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document i i drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Doicumerd (P.E.D.), drawing Me. 20-176. 7. LIMITATIQINSJAIWCONDITIONSOF USL- 7.1. Shall W strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 11 thru 16. indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by 111teco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be instelted within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florlds Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared try Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-01006719), ,-V �N �iiimi;ei I - - - * - � ::�:_- ---cam E14167 , - - - . 1 . - , Ili - �* 1* . /" ,.��A . . ?_�� HS-, STATEOF ..--,1:5,, � , I O,t... , _..L.Oliil�' , "..I'- _./O'�4 - - WAZE D:1TLTFCOAGVONRECOROSkP,E. REPORT-20 k GLORAL PROTECTION PRODUCTS. LLC % 20 GAGE GALVAHL&O STEEL STOW PANEL% ORM420-1 161, REPORT 020-OM01 Z 11. 11LIEC = TILLIT' TESTING & ENGINUEERING COMPANY -------- WALTERA TILIJT. JR_. PE• PRODUCT EVALREPORT LIA i REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shurtlers PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gli EmIlIcItImProdlucu-Ii 4800 S.W. 51 Sheet Davis, Florida 33314 tillcoogaal.com P, Er L_jva ",6- 0 II 1Q, ))361 tI, t PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been veriflad 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 ft Code. This Product Evaluation Report shall be subject: to review and revision in case of a Building Code change that may affect ft limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT fP,Ii Drawing No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intsiV4 is . Z, Rl Evaluation Report. a,".'kt' : 41,'4' ... ... ... I.. "I I : . ---- 1- , i -1I , 'A-1167 ".. ,i 1, ""_441:1 ** I Z "', * . -�---.-.,-�-i-.�..-tTATC-..--... I 0 , OF ,'OTT P% .4 '. C. 'Nw� , _ I . 6-355 N,W, 36th Street, Suite 305, Miami, Florida 33166 - Phorat: (30) 97 1 - MI _ _____ .. — i GULAR &...UFE..5AFETY STORM PANELS � (IAALE llo_ . ,. ,96, r1r,1A1 .vTHI - - '5 ,-E- �TWN W�ji) - - 1 2F,X' ILFF EC',14 VTIDIH) A� I ,�. _ - 6,?50' - 1f,n , I , I I I - 1 A-c- - I 1�11'11' 0 �w - ITACY --I'-,. - .1 I - - , - , F_ , '00. ___-, "I 1, - ,,, , L " I , � __ 11 • I r , ", --- - --- , - i , I _', : T"T'_ �, " C,,,AAP,f, rVFM ,, Ary A-A�3 1 � !I1 11 ,-INAZIE 50 -1-41 i , . -/ ,�A-L , S, ITU, 1, I : i I I "T", �tik " 2 I .1 " W_ "'NEO � r-60 ' EDrX 7 2 owl 11-1,p', j" TYp N,,, � " C�,ANCED � --W 11 11 . I 1 20M 2� 11 "ENANO YF "I I 11 " / I .j.WD �� I ENA ,,1 " �� I RADF � WON— , , OVAIL A,; 11 I - foof I DVAIL A, 11 T, i', !_%)Ey� A 1� � G_60 �, � � I I - I& E, 1�� 1, I 1-01:11", A ! I � �1, �, .e.I,, _4_�` I 1 - I 2-t_ - 4 - 7 350. � I I 10 STORM PANEL (!?i END SIM PANU I 1 T I :7� 2191' - - I I I .1 `17 - I - . �5-- - I 1 ,,Amr, *S Im 'A' . .�, - I I I � T 'EQ, 1�, P. . � 12" �' - - - - o: - �:**U'4 '/4'1 X. 125' � SE"TEN ./ HE-" 1Xr , " , I 100 . -• _ - & O. I - I , � � - '50" , - 1.� �� -ill 55. SIW "NnIT, - ,._ I . - - , -- I I i,5 09Y ! I 3, �� _ , � 4 E 2 12� . 2 OcC- I � , - , I - - A ,, - -4 - - - , 13 V� a It, �_ 0Doe .,.. t , 1 5 t _ � I - - I �E._ t ,,, 239, am* SOE C 250"'' L_ - __ - __1 / - Dq:� T i7� - I , � P. - � Z , WN, "a , , 1 1, 2v � t , Do� I I I � : l k 0. J; 1-1 , .375 � �' 1 � 121- i � , � � , .`-'_1! . I �� IOL4 It - p, 1 (3) - ,�r, !, Mg. � - I �4** - . SW'- - I ISOMETRIC VIEW I DETAIL , '-',# . - 1 000 'To. __� - - �� 14I - I ROCWOL� r0P.E4 0 C105 OF PANEL 'i "20 I M) op wl �EmmEl EDuE (�) "i HEADS (73 -0 HEADE -) ANGLE C4 (� ANGLE WITH STUD -4 ANGLE WITH (" I S) _�' REVERSE STUD I , I NKS . F I I f . !%D� 2 " � . 41 . _* - 71- �_l ,-.4- __ O9 , 116-. 37._ ---OAC ,To- - - - - . I I i : 3.,�,- OF P I 1 I-) : I . - , . I.— , 11-1) . - _2�' . .'2c, � _'P,Fs _�� i- ..Z-I -,*3 - 1 I , 3-15- ,'! _� 6 625. , I�/ � . _.r_1 - , : - - 2", O.". I f 1 6.'D- , I �:_, , �,,. . : IS VIC ._IiD T� . I 1 - . ,7 ,;;' - I - , - 1 - F I" . L'L0 39, � I ; I ,_ - . � f 7.. . � , - '13 � . 66I' -;i- �,3- 1 E71 - � 'iI ! olt- �1 I 500- liz;� f___1 - 7', 1 I V".LOC.10' .1 I - 117' - I - . � I . - •�L- --- I � I __�_ 11 I LT I _RY _CF �_ ! , . - rM, I ��._ (5'; KEY HOLE WASHER . � _�= - 2 owl- , 08A' - _ _ :_, 7 W. � - - "N"" ___ - ��) "r__js&c&_Am!Gu ,4) z/a* "F" -T3Acx (?) aAi PLATED N__ I'll 1 ,7-- NI' - � MOON, Y11i "A-1-1m S 1EII, ,r-,) q_ 3.-,. I ...... T A' NA o" ?, k � 14 F NA - - I r I , , I 11 / T�. , - , I i 06,,- I � R . t_,___ - , ��, I .. I . I 11 i _�� - - ' _� No. 4 41 E7 Z I L_ - - Sr 11 ,_� � �.� I . Im wl'�- ,: - . - I :*= =* TO . = - i� FLORIDA BUILDING CODE (High Velocity Mul Ica.. Z-0) I , I 2f ", W__ - - - ZANAC -k`L.E� L•, � YT,ki, ,2 - - Ii". pt"Ev 6 ... C '. , .1 - cc - " STATE OF ... 44 I I .. ',�� - I ltol��'_o I _ I— - 20 GAGE GALVANIZED I . STEEL STORM PANEL n� ITT I _.. _= I - zero' - (* KEY i e _& - - I . � - , - ',, __ --- '71LIECO... --- I '"" @Rllk 11 li , - 1z"l-'. i6.1" ... * Ai�k*te - I � r GLIIIAL PROTECTION PRODUCTS, LLC. -1 � I (j) 2*X7*Xl /4- 1__1�1. �� ..-�, N,1_1 .110, 16'. ... I ;" _11JI- 1_ - ��4 I ae-mom, F_—.jw� — ".". —awe A� SIT 1T *TKO- I - ``� ' W '__ 20-176 1 ALUMINUM ANGLE_T.0 �,IJR , Ano,,� I — - W-1- -1-11i. _, I_ -�r - _, : . I I - W.0,37, �i. �_' �_ O. _r, "ID ITYtO ____ _ ____ 01 �-,/"_,�`E . Ta%1I NT` A 11 ! 11 HP1, - — � L,�-!Ir_ �ZJI "T. ---- i 7 17 X4VF`:W. I I i i __ -..-- _. __ I I INSTALLATION DETAILS- _ - _._......_. � ______ ___ - , & 1A FOR REGULAR PANEL51j_' DO =%M DETAILS M _1 ItV-NaM IN POURM-ONKE INTO EXISTING POURED CONCRETE I OR CONCRETE BLOCK STRUCTURE QQhM OLM OR MM - -Ift-IIE `LNA,E ID. � PAALUNAM PI, W _:NP E SEE � . ,I ,7 O.Z CONOPF'r W� i��_ . 1..E,��.1=0. ; I " - �, VALJD FOR REGULAR, UFE SAFETY AND E-Z HAN9 51064A RML SYSTEM T 1 I i � - .. __ - 1 - � I- -, I I , 2. � I! � T/ : Z� - --,- 1 fiff � 6 , -1 --IT- �� I - T. -T --- ____ I _f -1 � _+. I M�_ �I, i CON"""L 1&cA-= I I � I 0 i. 4 - � I . I � 3 4 1 1 ,- - I . - r , I I 1 '.3 - " M4 4 - " __ /' -7,� - _-A, - _�-1 , =w - - I ,j _* E D : 1 $ I ; i - , I - , , -. _M_(T , I j : � Z I . - , � ) 1 $ _ I � ,A,. P.a, : CoNCRETE OR " ; ; � I I I I , , 11 ��.:,P- .., . =_Z� - - r- - - 'I- , I 11i , � 11) ; I � � I 6 m R 7 IF BLOC:, nm I -EQU ErO 1 : � � I S ,� I I - - j : � � nj : I - I - , : I i 1, _ _=_ CASE A (PLAN) 10-11, .:-_-.:�, ".' n__ ! I i I ; I � e SCALE 3/16-l' _ - - - I . I , � I -PIN" . E , - * "I ; I , IL,1 I I i I CASE B f PLAN) T, "'", 4 11 : �� T, �` � I. .- _T V, - j I 1 -1, .- -- - _��r. r 3/T6_$_ - i , =�- -� , �-_ T_ I ; III- I - -- 1, $ j � i - J", I I P t _ I IT I !iP I � __ ti 1� - 1. - : I I I I I � � � =,A t I I I 0 f 1 1 �al I - =; . -I \11. 1 12 �- a.11=1. � ,� I � - MAMMOR� - - -_ I L_ I - I . - AT ,-- 1-1 = I - _'11.1 - I v., - I _. _ , '. T_U - - . ,� - : : I i : ; I I �: : I . __ - - , ` IT ; ; I 1.Z1271. 1 1 � -1" i__ ==_= -1, --� - _/1 - I : I I . I I -_ I � I I - - 'I I �, - - I I I I I I I 11 I . -1 I �_ F I I � I I I , I , I .4 - � - - - - 9 --- I E.,IP,NG �__D E D I I coNARE, 0A : : cl-mm ITIc - FOLK. I : LE ii--: I .-3 LXr,TNC PCIAEG � rCNCRvE ON, cc__QF7r 1%Ir.T` - - 4 i � AEKI -� L-� � 1 :�__ q[w , I , , - -1 . ---------- IL I _S______ - CASE r, (I'Lli �CAA 3/1-t' . =--- CASE Q (PLAN) SiA41E 3/16.1, 1 I I I I I 4EWACT, . 1/ " I - _: I—. -Y., �� ., =-Z(.,q.:*,3�- ==. I—- _ =`.1== I � _. O" F�_"E 1- �j - � I; �* - � — . == ITT_ _ � ,FN`,r AT AgI) ANON"t u 1. om� _�.m -c- , I -A -,. - ,,. I,'_ - --- -..* . — A lack siTwOu"s - 1 r,%[ S`_NfD� � _� @ .3 -71; - I s,"n 6 A s) WA� Ii �111113 BUILD WING - I 3L911QX5_.,t_&..§ I i"20 I i INT ,P,- - � -_ �p � . ,� , 1� � '.-", I .0 Scxt 5,1IET,,- ! i�:�E 1/a m A. , I I ,� If "I ... - = &= =1.1 � i EDGE P`F EXIST,% - W- " , "PENNING -DI - 1ARK5 - I,1F* E�O, - 711� 1 - - - - - HIT, ON � rXIT`T.� SI'IC�O/ ',I W )TI P,-AT,[ SPK(P t Ar" %`Nt, , i I , " �' ,L;�' , I I � i I � � 11�1�1 ON ] i,,C'.�, I - 8 A 9� ' /-\ CASE F ( -�E 31's." I I I . 5I , I "' " ` * - , , , `_ I : : -1' - 'I" N(1X_FC,- �-Qixii:Wj'.-11 ;7_5LGDQK ///_� -_ �- TUBE C* I' . 1AFII - I i ' i - I r I �_OD PLAT 1-imC- '' BE-D IR I � I I --,p 6-L 11m -(1_NTH0ssCAN,0[ . . I I I . I )* 'v=�X.L,t --a. -- 71: jiT ,NY I CA15L L (ELAN) .-j-1 I � . . i ; i . I -.-- __ - I- - , K I I �-_ .; � , /t Act, , , - . - ,.x:_-!�� - ;N. 5rkE 7P6- I L�, - - --- - - - I � -T` --- - - , w, _� , � (_ ,a,tE I 1/7- w, . -1 . . V " 'P. , 11.6�,lK "uptD --t-k I , - V---. - ,T 7t cTWCIFr_ OR collcllm alxr -.- - -• .1,1-ED I __1`,__*""*1 ` 1. ., -, . , 'Of'.. ✓ , - 11 I ... -5��-, �� .. I . I z i� . . ' � = : No 44167 I. = 14- %Tccl � rLORIDA OUR -DING CODE (High Val"lly N.fIrIcam Zone Z . � � 20 GAGE GALVANIZED STEEL STORM PANEL ..:: ITT Al'. DETAIL FOR SPACERS REQUIRED__ 2 - SECTION XTX = III: - _ii��= I- _ - - -ram I � ; -1 . Z I SCALE are-- - m * 1. - --- A ,,�,,, 13'. SATE OR 11LIECO... _ `� - -Z � -, -,� i GLOBAL "' PROTECTION PRODUCTS. LLC. .', - , � - ft. �I. MnQ)d TRACKS ADJ6QENT1O STK�Q _QZ1ii BANDS "O" <J�Ii , �' . ... " I � I S I .... � 8( �i� T. A _.wrcv� .awime -.= _.=I.I. A." C IIES`QMF��" 1. (&..�_*Ffl 20-176 - — � Ali 'h, � - .T.,,L -, .-A 2' i I , �_ ;W --- 1 !-!�; , 1 - M, T 1 ,,_.;,iA �,l�,' �, j , ,:, .- ; .... ___ 6 . .1 �� 11 I I �;,'Tt)kDMN,%7,,P.W.lowili�'I,T-41913]RE�� MAT REPORTS - La rge missile Impact load t-stqv�erepe-f�,rrned under S.STO 12-9f4 standaw as per section 11609,11.2 of ItE� Florid�! Builtfi.( p Code. UntfL)rm stat'�;oads as per Section 1709.8.3, per AST .� E-',3-AC T(-,.,i'sports l)fRpaFr--db;,Atiie.icariTasting Lab of South Florida. Rep,.--: t 0Fi,,,), -ci dated o3i i 1 ,C2 %,,,;Vle.-mTs,d by William R. Meliner, P.E., Borkz Moro., P.E. and Henry Ha!tenri. P.E. On: Report No 0219.01-09. dated February ::!-, 200'i ,,,oli,lda-,dsp,,ifpct,Edr,ur,do Largaespada, P.E. and Henry Herten. PE Large --nirs;loi,r,pn-(,r,in(iCyclic ioadlngsper Protow[STAS2(11,S.2,J'-'-,sFir �rcti(;n'A,-)'1.2ofthe Fj(.,ri,la Building Code. Test Repoi pr. *r,arod by ;Nr ier can Tesling Lab 0, South Fli:I ida. Report No. 1 1 23.01-1 0, Cie led November 231, 201 C. signc,Id and.,ea led by J j.tc, L. Gonzalez, P.E. Tensile last report No. 9CV-15-43 IT,/ Cir, Uetallur;Pcal. JrI,. dated March 13,20NJ, signed and sealed by Frank Gr;,I,-, P E. as per AS7M 11-8.jnd Tensile Te'.51 as per CC Metallurgical Report No. I C'KNI-13M, dated December I, 2010 sIgried and sealed by Jerry Jacklifann, P.E as per ASTM E-8. 2.3 EERING CALCULATIONS: , - On 24 Gap Galvanized Slee' Storm Panel for maximum parteel length vs design wind load, as wel as maximumanc.hor spacing vs. design wird load and panel length based on rational and cornparalive analysis, and in accordance with section 1604 of the Florida Bull '-'irg CF-_rfo C:41culal,ors prcparE.d by Tilteco, Inc., dated 12/18110 and 08,27113 !for this ,ovisioll signed and sealed by Waiter A Tillit, Jr., P.E. .MISSILE IMPACTRESISTANCE: Large misaille Impact under secllor. 1609. 1. Z of The Florida bulidirp Code as par SSTD 12-99 Standard and TAC 2C, I - 4._WND LOADS _RM$'IANCIE_: 24 Gage Galvanized Steel SlorTr Pnrlol has been verified 'r, sustain, wind pressures. Maximum pairiO ifvl,;1h shall i as indicatec' on sh. B?� 3.9. lo, 11, 12 and 17 of 18 of Product Eva ;j,idf,,,- Do urn fRE D i drawing No. 20-175 Maxitniurn Anchor Spacing shah In-: ils ind,z,,edo.n sheets 5, 0 105 !'I. il- thr..j 16 and 18 of 18, of Product E,:,,.fluat:,:o D,,,:mn,6r,tI fP.i drawing No. 20-175. 24 Gage Galvanized Steel Stern Penal h,,4s tyuc,) verlfied for code cornplillm.m to I Work as a non -porous storm shut assPm1:T;y, a,; per SS"i D 121J9 st-,it'ja"i ,Ti�� ,,�",',, 1� '9c'- - , " '. , " - -, - c , - t. - 4`,,� .. I 1. - * , �;, w �. I : . , r ; *1 : * � - � - ,�",' ' I 1) � ' ,' I,,,,. 1"S0�� N 'N�,, �i,}-" _ .,4�z,,,, . .� ,, , ,!,�_ 1, ,.-Imipwl.00 tRUU W'1 1,MFILL9110A R,FTQRLN_20�i1_7,V. 11 5ARSTALLATION: Installation shall be performed strictly in a"ordlence with detai', indicate-t-1 on sheets 3 thio 8, 12 thru 18 of 16. of Produc! Evaluation Document (Ii drawing No. 20.175 N'll-IIETIUM separation 10 GI,ARS shall be as indicaviid an sheets 3, 6 13. 14. 15. 18 and '8 of 18. -if Product Ev3iL,atIcn Document (P,E.D.), drawing No. 20-175. 6. M4TERIAL CHARACTERISTICS -AND -SPECIFICATIONS: � ,- - Shall IV strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D,). drawfirig No. 20-175. Anchor specifications shall be as indicated on sheet I of 1 F_ of Product Evaluation Document (P.E,D.). drawing No. 20-175. 7_ LIMITATIONS AND COINWTIONS OF-V ISE- 7.1. Shall be strictly in compliance with General Notes No. 1. 13 thru 14, indicated on sheet I of 18 of Product Evaluation Document W.E.D_), drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Waller A. Tiillt Jr., P.E. 7.2. Product shall not be installed -within HIGH VELOCITY HURRICANE ZONES as defined cn section 1'320.2 of the Florida Building Qode 7.3. Product shall only be installift into poured Concrete, concrete block-, and wood frame structures. Product Evatualion Rei prepared by Waller A. Tulin. Jr., P.E. (Florida License W. 44167), President of Tifteco, Inc. (Florida CA-000671 9) ....... F. A TQ'N" � el,,�,IiT .�., '. ., , - 4r,", -i, _� _- - , �_� - , Z . -�;, : - - R11 ,__ * :* -_-� - __ __`_ �T, I S,0' ., N 11 I I I 'I -CC A,-?1C'I RECORZ:Z ' E. RE-0RI,2 0 I C� -1 A� 01"k1ft" P 0- :7(�.`� - GIJLVA?,1Z_=r� .�Ff ,,'7�,Arml IIANJ 'W.YGA 2:I 175' IIIIPOR, V21r,O72? .. ", V. t��, � I ,� li �1� - �--, " , . �. -, , , , f ,A," %. , f� " , - 'H, 111 -0-0 a) a) C_ Cl) -0 —Cu > a) = -6-- L_ a) L- 0_ C -0 0 N = Q_ It 0 -0 L_ 0- - M -I.- 0 a) _,IZ Cn ai .— a) -0 Q -0 _0 = 0 L_ 2 cl —0 C: -= -2 a) 3t = = .0 U_ — CIO 0 CIO 1i 0 IM > . 0�. �E li CU ,.,o CU 4- ca- .0 .a — Cn < 12 Q Z Z W J i 20?2 J I t- I 'WO �.020 C 7th ;lair 12300 LLI M < Z Z < _J li SHEET NO. SH 100 -"----- --- ..., 7— — - '" , " I i .iii --� — � C.." Nitim W-AUi F R MQUKING INS.IALLABON FOR R M. -.- i � NO vo.u" IPN SPLIT PANELS -_4 — NIIPNNii ppitDN,ir IN --- - - -- - -, 9' - --r- A 1� "----, N` 11 "" I � I I " , (111, .-�.'. - ]i , I - I - , � 'Pp. : r� -� I . _--, --s -.F- ,- PANEL i - - -11 , --- 7 - ------I----- I -) - r"N'xi" , ,, - " " V. �I � ;, T�-,,�:-- =1 I � . 0 I :z Ii. c =,V, it i :1 F . - - f i , , � �' - ,I,. r-(I.KP.&W`N4 �, .. T :11 I - -1 i � � , `0 - " 0 L, , a 8:�- .0 117 Tt, . 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I.-Mm -.D-*" To '_- ' r f .1 .. � .i ---- ,.� ,�CEN're%'�\ t - I - , ,.,- -"o -1 r. 5, "7F, *' '4" I-- [�'"-'E` 5 1 *- MOCHOP" 'i I -------& SD�,� --- I ; I, � A . ; I Ti" I . � � -, INTIN . �_, . , Ii 2' � A L " - No. 44167 . - 4.1NEi � "� A. : ----- = *: * *1 I rld V To. ASO K!I" "NSS"i PA"No Z .. - I - � , FLORIDA BUILDING CODE (High V14"Ify Hu,riiporm Zane} a r, 0 I - - - - -- . -t2 i .. . C, ;. o"NIQ - � .. IC-Ui - - .Z-A--- �1%10bi 11 1PIARM )FAI Ow ?IL'i , ,& 2D GAGE GALVANIZED STEEL STORM PANEL Ni W UOM-] -*.-110RI0I1.-":i-f -..-,..Ii - --1--- SCALL Vw' - I I: �Ie I ----\ PRODUCTS, LLC. '/� I --- - \ GLOBAL PROTECTION WE, 111LIEC011i - - � 0- - 4, 5ni MOIL Iftoli,ft CAN ALSO K INSIALL40 Ii STIAN PANELS ON � OR TOTTIN, SO THAT IT 6 LODNED AT TO- IN 90i CC OPENING 10i - i I T-i , wil'i. .W.1- ---i - f-AIN-1s.., I- 01511510-11i 20-176 ONE Pk4EL 01"E"ING W/ 11uK top III surip"A " I o"N.- - ---i-- — ---.�--- - p- � NE,MAI.19INNUREEl- NotoP A*Ki liew TUG •, I - I h I �--'-t—�- `Ni ' - AT _ INSTALLATION .-- DETAU FOR REGULAR - A P NELE1' I INTO EXISIINQ WQ00 STRUCIP-M - I - -1 ,/.,--.r-1 - i! "I -- -,, r -I"- PN,P , 1 � i (--.- - �Nxi � -,4,�- i T - - � NNYINNIN I L_ L I I I I *� / , - � , I I�lw i - - --- � -1--- . vP- ii � i I-NNAN-.ri— I/ 1j--`P`PNI.ii ;i — — ,= — mmnofti � NPOWL ------ -�� i / I L - - — 9 f - - h I I I , L I -i- --.. N- , , - , I � = n . ��L , — - iC�� i - � � 1 — ." - — I . � —16ININ-m- z I I : w1v— I I � !/ ��-.97. j I �i,) Ir #4/1 97 ii r "Pi �� I I , - I —PNIPI.— __j r-- /--@ - , ,- ! i "r - .... - , i I 4.. , �Tvi ��- � ;—L— I ii f r ". 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J,IOIRM ftet ARauwar NNEV MTE MPC 1R may,... , - Nw,"i" (r) 3 1 ] a ,/P aeRLa+ArM a IQyRW. •mY h 1 .I 3 1 J•z I E ,,ra AMA EA (M MMM FADW 3, w a T :'a' p rXa - -- Y4D `W - _ : Gil 1Z§ - 31 I t •1 REQUIRESIAo, O151AMCC BCTvrtFN B,^.TTDM OF PAP -El I AND (7) TO BE 1/2' I,l2- -IMm d I 0 I ++ RfOYN/,ES NO I. :�ASTAMI SETWIFEN B3R0W OW PAI AMC' 0 TO BE .vw '3/te- I Ma.. � �tA...7..I/ ?yti: �GEN ''. b£ FLORIDA BUILDING CODE (High Velocity Hurricane Zonl No, : t s —.4,", °C 20 GAGE GALVANIZED STEEL STORM PANEL 11 * * t a e ,may, -, F TE �_ 4 GLOBAL PROTECTION PRODUCTS. LLC• ".q o IL ECOIYC o . c act e. 5, C IW_. $ ATEJ l Y nrRt- D 1alr. s ' ([' - TaJJt NE3'TR+C A OOOIWA•rA Sr � E _ r. r NA AMIM a = A PHC .E 6• •1,e, SAt. tN s8,' eew-a VJ 20-176 ..L NA A- P•RN,.� , w ''•4 b'a..a INw xt ArN __ , RRw�--"-"- ,PI P itt,-- F SERA( rTMM W �AY,A , �.r . P, � T- a COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS I (SCALE 1/2=,1 T 5,1Y5 (TOTAL IRb(N _ - - - ( - - - --_-- - _ .-JJ97- -. -. - --12.500' (EFTECTNE 10,01H). - 1 I (:-' '- ,93- .. .750"_ S!4 i A/i,EFEo 250 5 ,/.- (t1P.)- r"- 37"-- 125' 1a A; L • e ,/,- - cc 250' too' a89'- .088' _,� M I-. i-=* - - ,,3`da� _, - E.35D' - t tl. r �0• ._., d . (VA,BE RORPSED, .250 f I t�-111 .et'NC14m P.OW NK TIWL1( b""\_ Jr ,.TS , �O 1375•1.d74• �.ty•1 500- 1�Ly STEEL - i GAEMYT1EDA633 .i19ETAa E0� rYP. u 2 y.,015'- }r ♦ AB t15' 1 5' _ -'^% A6A'L-1,50T— Oy5'L.-1 a 350---r U) STORY PANEL- I Iw - • D-I A--- PANELS SHIAA •E INSTALLED AMeS __ 2.Mr - ERAOTIEND AT . RIGHT OF P.1/2'w`E`c 2) 'He HEAM () -F- TRACK ( ANGLE WITH STUD / _.`VP E_ f ,Y PAIEL LW6 DOW ( STE PWNl,S GID Lp .. GALVAri'7EC STF:L M/ IffW40 EDGE - ___� 1 1_3 ;5' e.2 ]0- 'AMU - - 5-.`. 0 375 1039a'v 1112 / % , E1MED„ ~� , a0r s d s 11 _2-59I/,if r _ �, -' /i°'v--- ter', +�. V !`A +15; OR 1Z: F - 225D- ISOMETRIC VIEW DETAIL A I13,1 i 270`-_IL „^+, P / r . ra _act. " _ _ +i i ROUNDED CORNLIP VR *RUNES CIDDEAIIFLS r 1• I---'W'�"-2.376"--_.__. INN1.S) 3*6•. ,..-+�.E25' i2S` +, -. T, BORON AIMAa I I 3 2 500- I EDGE fi wAle'r 44 aor 1 Der {EIS'' r 5 KEY HOLE VUU�e HOLE 3... .072` i �: iT",' ) -II 11 750' 31O5-H154 ALUM III � KEY HOLE AT PANEL - 7�- _ 111uu , I 2.12.- I () -512 SMI IT IT iGA MCm01NL . I- • R - 750' - et 3' ' ' I T' � - _ 125" 1 atAT T ,94T111AT,C,6 RTIDI 2so. , 0 S)=ma T /NI' OW) rG a ;I G tau , „' - MAX. LENGTH I _.I( -2 ADD 7-000` , 1 t25- - 2 5A6- - t. 118-CD 0-: ),Io REV 'H" HUDER o 'U• HEADER ") - - ',51 FEVE 1' MAX• - 2 coD` - �� AcFM'�I�tIeJS±±En2 e D IN -A 11 'J' TRACK / 2 PANEL HANGER A06}-149mtpr �w _[33.' , .N• T✓ 30W 38.-" 200' T- +Y A F.1 �4• WIDEI + W,.--:. T! / -,A3 -- , ..So- ' '---_`.m `* R' %, NOSE ONLY OR E-Z HANG STORM PAFI 1 - , y I I .3, t :1d - a 0" C i75 .062'wM.' -'. j ;y S� . 'Ci N%c` . f 1 SYSTEM) d063 -T6 At.UN. ALY.6r Le7I• I. r I , Ii5' eao- ' _ ND, 44167 FLORIDA BUILDING CODE Non High Yeloclry Hurricane IDne z raa 000 P --MIN • .IN • © t —1— ..7 x. r','n.. I ' OBd• zo, �:• F 2l GAGE GALVANIZED STEEL STORY PANEL ' STATE 0 1 (TYP.j L iT O50• - PT/1T!=JC .s. Str stcTKaws _ _ `" •' F(,� ,.•,� Y A -� LOBAL PROTECTION PRODUCTS, LLC._ 2000- - '6. MN r-^t'Y4 IL C O IYG� nx 2DA- .� i 7•(3�'Ty(TnuT r[s7K,NWKtRIW9 OhrPARr .Roo SIT s, Sian `r. 111i 'W,E( NN• - r t•L .Tar M.s+A A _aA -U. iE =I. RUAE (ea M--75,3 1At ")M-e79, 20-175 1 INN •... ,'"It- rR I+ea an •w 13 BUILD -OUT O4 BUILD -OUT 'f' TRACK 13 At WASNERED WtNCNU? _ ___ W, a'""`"lk7'e PF str JQO AV,r/9uE RA n-w m TRACK ANGLE ZA,MC 3 ALLOY) N L. 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ID DI C Ai F '"� C "�P�I I'AY .Dx HMU ION Ta CLASS 1 N/,•,_Rya• 1 ( D A ID F R 1 I 0 LDNCnH nut T 1 '1 eDlti • (SEE SCH_DIkE s Bn�S'I p E ON STILLY J) SPACER ,L„ ,IE{�Qr ('SEE SCi'aDt1EE ON L I u DaRAP 9r ., I R i RAIACL lEHirTH SHEET SA. a 1 tl f1A9 Y}N IIIFl 'I.• YO+ e J r NY nR A :r .. ,RIBA are, r r a I }, I I (SEE 5CI.CDULE t LDAGM as r•r) PANEL [ESIO'EH I I I SHEET II (SEE 11 LEI LE DST I PI E i,n `' 1 C OR 51CH 3i MG - SEPAR,II,C►1 F I 8 p GlIA55 1 IIN —1 ON SHELL 3) GtASS�-I PI ' 0 GtA55. E , L I ,(SCE SCHEDULE I 1 \ 1 I _ -- -r. --.- T I 1� r'. i L- i I JI %arr 3) 1 1 a I 1 . . 1, OF i L` p^ MAX- i I I M,R } i I It 1' I : 4/ I `A5' -: I I E O SPACER 1 ( 5N"- I I I • C D LENGTH I (t4 �i 1 IQ 12 OC - - ..7 v E I I i 1n- I i I I )� f _ N , • + .- wn I -• E f I --_-P L !' . t I/• aL � CONCRE'F ANCHORS CONI:RETE ANCHORS • j 1 _l EI15T01G POURED .....,_ ••'t {SEE `SZ61 I,LF ON (SEE SCHEDULE ON ,..,....:� 1 I I 1 '' CONCIAM E60E ikLLi a SUB SWEETS 9 THROUGH 10} �- SNEET5 B THROUGr'' 10, ,,9 ,;,2 ,/I' LONG LAAx. M_0WAI1Jbl REWIRED . (A.T CONDtT�ia) :;I... - SPACUES • d // aC VALID XYQ 3/.' A" D"QN LCADS AND PANEL 11 [,AkSTOK. POURED CONCRETE �11� dlp COpCRE'iE glpCiC CAST++C PG:IRED CGNCRFR LENGTHS PER SHEET 3 CONCRETE ANCN©sIS (SEE Sti7'EWIL ON RE 0R CaNA'RCiF BLGtif TOURM��,,r. '• WAx. U-Nmr, AL4M.rH.,AY SPACP+S 4 _ , G. ••.1 'I�A'„I 2 1 /2" O.0 (`SET FABLE ,1 ON ouLt aE, (SEf-7'S 9 10) SLEETS S # 1014 CEILING AND FLOOR MOUNTING BUILD -ENT �� WALL SECTION 4 1NOU TN lNG /DIRECT 41 NT N/,pLIE�;ERS_ O_R� SCALE 3/8.1, SCALE 3/6-l' SCALE 3/5-1- 1 ,,I ... .IN t�� R A• T; ✓'•; �: `` t\GEMTF' •.9 Ilk FLORIDA BUILDING CODE (Non High YetocFty Hurr_Gan. Zone) a _ O, 44167 z ema RtTTam..e 24 GAGE GALVANIZED STEEL STORM PANEL " [4w1 M LES2TE F9Rf71UNA TPE]N OF SECIk.1N°: n lamp .R -sa'. _. J TATE D"^ T E.D. - IDXiE DISTANCE S 4;�. >- GLOBAL PRO ECTION PRODUCTS LLC. wt c ILLi C O IrEc (SCE SCHEDULE ON 70P & BOTTOM kIOt1NYBt05 CAN BE 'r�(`''- - IT }` ZORID�'.'',•�}P�^1 _ , /!tUT fE EHw ,1. PI R. mv, �. -cc, V' ' 'w .r .L r. s.l WON, n A,,,N 1 } IN EN '1 NAY T 1T ANY SHEDS V d D CD AN 0 SUIT -t cLAE6 20 75 r �` '4 G rare. -7M Pe' M. !]iJ Inr» : OIWY Yr,-r1• r LI.N Ar-I:Mr (NI•Y•Ie k ( ,RR OUT _ r IN N. N 'h Q A - DA,AR+c NP AIDIp1R _ _ 1 - . f 1 ��TVR[ tY - /A�-•� IIRII• /sl:N AbaA raY.RA A N-A JIT P# _.._...-� 9NCtT 5 M to .—.._- ..�. ,,..,�._,,.,-...._.'101 INSTALLATION DETAILS FOR SERIES 2000 t_000 E-Z HANG STORM PANEL 1,11 - u - — — INTO EXISTING W'QOD STRU TURES -4—I - - VUT1r• - _ -3xr rc . T f. t ij i. - _ _ I--�-f -'1 , J'. - ` ..- _ u _. it W --=7 - f•w xKi_L' NEAD',R _ a �e" `a:- r,, V ' - r- r -' • ff ! - _,,, : x•.3;.• R - 1 / I-' � ' w_,,1af. ,IHf•M-N,. -.1 1' --e CA f: . 4 r - ` c . , I T€ T.. A. =Av€ � T l� a. —L�i1, L fz ,-`J _ F� i� i tea'. r I el V u-IC CIg P, (I -4A _. 5 A A. a A 3 i.! _ - Nm{ H,.,,'rA• I _E wcGxO rxuEA�N - D �.� Epp y��rR I i RF WNrCO _T T. '�_i __ _ A r:,, 7 ._ " _ -Q Pw Fw0 C. , N ye)iA -(4 I -�''I --� : :_I-.__. _� ( - - - Irr-t 1A ,b'1 ow, - _ - k W T i - :, - _ ,: r 5 - I I - _ , 9 a / .w y ,... _ J A. �, ' `pw: u,rIT a'Ye: 3�, I - _ ,rw " o I—, e _1. 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TO CEILING MOUNTING IN5TALLADON ALTERNATIVE 4"W ;.A Ar:,., AR: _ A : `A r' -,r_X INSTALLATION "R 1,7 ALTERNATtVE 3'',Y " 2 t,P' Nt. •ALHr .L R M ,L-l" "A '*,�,, 1 - ,,1� /// - ' ;5 _: C,Yt _ v Y f EA ti,CcttS,. ✓,p% - iLOR'DA BUILDING CEDE (High V.Ia,ity HUr.ica-e Zor1 Ann .A. _ ,}E, .j.) .. = :'cI1• „Y.` .ri .: G,TI'. •yy. xHC ull IRE. f,. -.s i -.- gs- - n' -r1:.: „AnI Il L N 1 r ,A z ,• �. HAsra „ R 2aa, ,t ,, ,r: A Lx1L ls;t -EflA.SStMBI.MrSNQEl.,4E,.SE47 b �' " 1 A E T N 7 7 H � 1 ALTER A Y_ 7 _LADER ` - * • '+t P = , ST,:.T Tbf. -- T 1,1, � - �$ - - A' � ,,, 2D GAGE CALvAM2ED STEEL STORY PANEL. - - , -- _.. --- , i GLOBAL PRO /sa/7e e L PROTECTION PROD(Icis. u c. p.,, I�iNG .ram - � x� A RD I. r I L y �.,� &S?;�ILTtQ1�L N rIt O.G® C5 J ATroN J � a I [S iHa M [RG.H[C, . .H arNdr I" AwY I �. 17. T •w r � � rG zo d A,'r iJ S., A V1:1'ALLATv%H , 1 f'� jaud, 1•„nN , -- „t - :u� -ra96 -- r r - fs+,ar an r,Gi( 5: A Y x. , WW .V,-_., ;L. 4C#<-.�,•Ti..-_ M. -9� , , ._,., , Ira. ... _i ALj9p-.OR 80T10Y WITH. TRACI(S ,'!jDR,1I * MAXIMUM PANEL LENGTH "'L+" OR "L ' (ft.) 0 MAYIAUM A. 3.G CONCRETE W *ODD PRESSUREE DES" Aw-LL-r*NS t NY0 ---.. 1T -0• 12 -n' I eT 250 T G' 30.0 .1, a* 0 1- ... -. 330 _.-. --._ -_. 0 L' _ - _. G -a• . . o-A" - .OR .3 G rG-r' 9' 6' 6 -g' 500 P I. 6=.• 50.o - 7• all. w o 6 J' " 634 R 0- Y a• 700 ,.-4. r C' 750 x-s' 6 tC- e00 J .T' __ B '/--- _. B30 J a- a.- 5' Palo _ Tt-R' -_. 6 2 _. _.._050 6. 9- 6 0 .. I--- 6 5' 5 1' I03 0 6'-." 5� r ICE S 7' 116 0 5' 6' 1198 - 3-5' f1MG f.�a.f.l AND COkRESppN)HNC - - -- 62 f4 1/4. 3/4, 4/5, 5/5 a 6/5 C EDULE ONLY FOR REGULAR STORY Y 1111I 2W/6, 3W/7 & 4W/7 REIL CONCRETE BLOCGS a WOE (t) am � ANCHORS (SEE SCICI LE ON --3 VAX, _ 1- Met: THEM 9. ,0 k11) ,' WM ItiEB iT a 4- - D _- _ a EHD >� iH TRACKS ,� _ 0-h_I 4R _, _____ - ____. _� _ _-,..__1 I.._,i QIISECL.,MOINTED AT EACH ENS• - MAXIMUM PANEL LENGTH "L+" OR "L-' UQ 0 MAIIMMM Isr, DESACN PRESSURE RATING CONCRETE k INO INSTA'.LATO15 t (0 - 1) (. w ) 4+ 4- __ 200 I. -s• v _:;, 2-14 T 1 _ ,m o - I r --e. .- 7' _ 0'-10' s•-.- - -- _0 -00 9'-6' .50 9'-,' a' -I; -- SO 0 e'-,- a--7- . a .' v' I a--,' 5` eye e- 7 2'- 100 5- 6 750 -2- 6' 6-3' 10 _0 ....0• e•s o 7-". 6 -J' 20a 6�-a. 6 a' __ '•350.. B_;l 5 TT' la00 5-3• 5 7 I✓E 0 6' 3- 5 _ G.G - - "5_0 - IT -6. I I 1 I o : ��i- I. - . 'AWL_TED ,'AHEL5 TLT PANELS W/ I AO-20A1" (SEE SECT_DNS Al_I I ' I _ '5.5. US BOLT W/ d• EA OVERLAP APPUCAIRE`. lS- SECTIONS AS APPLICARL.0 _ I: I p A I I W i D.M.. J G'' - - - �. L -w• a 0 . D • ife• _ O 1 • a L', :.rs, D. +l 6 31' O' (� 3• MAX - - X NA.K r I. AaN 2/4 I/4, 3/4, 4/5. 5/5 Al 6/5 1^ Mira `fTW/6, 2W/'6, 3W/7 & 4W/7 - XHTC QR'S (SEE SDHILD ILL CN SHEFTS 0, 10 All) - R�L,i3-_.STORM-P-MEL., �, ELEVATION „A- Von GAP 7. Ee7" N r's. -'- iI- C3E3tP .1 re10,d m,Jyj NMI- f $EPARATN.`N (E, GLASS SCHEEA1ti PAA GAP _ _ I _- 1; SECTION A -a IAI:XVAN Wirt, PANEL LENTa, S.-EEL-, •7o R 'ND ;po > 17a mpI, _ _ ---- _. _ . °i) yNRiST}MR,E; "I RA:11ED UNttY�S:AUNf.D . RES'VANEO NOTES'. JO OR LESS t E E /A' 'D 0; LN VIX%JM .LOWA IE PAf$L LETI.ni EOM A GNEN w NA AS D. DESIGH LOAD _. - >33 m 99 t ->._. �. /7:_ - 7 2- / .. W, KLOWABL pA{ll .LNGiN JA A GNEti Tk W1M AS.O. OFS!GN EN.o (2) PROCEDURC 0 DETET96t# MAAAf_M PANEL LENGTH, I i -._._ CIA" A FIVIST rE N" Cam,. LOA:. DET. E WADMA PANEL LENT l.' ,NAM ^�Mq] u _ ( PAIR •SINE ` >90 ra ,.5 .. �_ '- 1/2.- 7 r 2- / _ _ .. _ f ,_ _ _' { 1 GNE4 A IIEGA1Ix{ A$_., DES" LOAD DC'n po" M.I o -T TRACT. H. pAM r}LA; RAyILRAA +J_cJWA�t PNEF LENGTH R Ea1,k TQ '„6 CpCIyNy DFIFHMRIEti PANF.1. Lr:TaOTN LENGTH .l Ta T6(S I` �- ' - ) ,,, iTET•EFr 'Li' AND'L-' I - 13) SEC SGP4OI SEICAA rCR AIM PANEL. LEN'C1H FOR Pr7R(:STTt' OUAUF"INII ,I MINIMUM PANEL LENGi �� (in) A GIVEN MOU �O� NTING i.DNDITION � t IN5'ALLKONIS a(C THI ARI iVDED To T 95 a.f.f VAX I SD. DESIGN PRESSLPE RATLNG O6ETCA 1 5'Y 1.5' -e-L 1+l,CA ix' ^J• T' + gA:.�O'CI,I1 ^.•' TRACti , AAIy` Ay EI�/ _ §, 1C x r - MAY 1111 DOT" LaADS M-PAYPPAN(I L?"V LIE rPA P A, ISCPTRIE _N s.•A1.EP Dw, ES.'➢ TQP FX7T)DE4 MOUNT HEAOiR HF,xil(R ASPlMG� fAA,CY. _ f°+EE CLLI"�PJAES DIRECT ODUNI, Ad 1.: 55 32' 31, ___ 12' _ .' � - 2- 32' 35' 32' t 5. 2 -� E7 4 9' - ei- - 3e' ea' 14) 1 5-A,.S STUD ANGLE -- - ,� -i' TRICK E RA - CLOSt TPA ANGIC 50 - 32` 17- 1 111' W. i 5d 56- _ E ". grRiD�lfi •�iPlti/ -_... �• 17 — tx. .......- ' m- Go' M* - 56- 1`1*F rm�a nc » *''s _ -_ TIT %'I, Tt- rtiTRNo a :,Nm.roR�6�cc. <SL, awinrw` 1 WGATUI TA:.^ .E BUILDING CODE (Win High Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORY PANEL 1 wA..1� OBAL PROTECTION PRODUCTS. LLC. eJ/T,/Rma- D.<[ .IMG S.A 51 SWTFT SRN[, IL 3aarN nW.Is. Les.) - ba. - I• ,--- 20-175 m . m — --- -r smanT ,.,wI "�-� INSTALLATION DETAILS FOR_ REGULAR PANEL_,,.. INTO WOOD STRUCTURES L... ARATIO1 _ . WOOD ANCHORS ] ... _? 6- GLASS- 1 t ' SC-FDUix (5EF SCH':DUU (11 { , 1/ io,,- I ISLE I I ( / ,-ay,• i StfE� ±,} I IE ,a,� , I ON 5EffE3 3) I Ls _�.,I�a I t M u ,iL{Tl - ' ---�3 r/ . 0 1/. CL ; f. i pg Nt RP6 - I - : EPS11ND- yrII, PI 1 I� ;ftFvNRED E.-I WOOD HEADER I ?1 III ANC-OPS I 1 'nE-Lpyii _ CCASE I (SEE 7 (SEE SCHE01. E :Gar E ,• UN 5HEE1 rCR, rN ,IA' S'aw, I1) . T t i VAX C ( SDA SPACER I _ 1 `i 1 - „__ _ LcrW-rl-� MAX 2' - �- _ WOOD HE iE+ E , I" j 1 -8 I R Caw 1 �_� 1 Ear �-a I 4 I I' I ( 11- 5P Il;k"R,j • 12 1/7'I 001 E.UNwNIYM ,... ,CAA SCFI -' E I I i II ONt SHEET l,,l 1 �.. . F 11 R .. I a" 1 H 'SEE NOTE DEMIA FOR It,' AII1N'S TOR, SCPALATION _ R ! I l µ,IT } 9 2 ultic SLCV.I„S, 1 - L MAA ' ,._. TO GLASS I d 'AN 1. LEN,P, PANFL IIENC�IH I 1 I� {SEE SCHEDulr I i I %kMAtF (UPI SCOT )F 1 I (SEE SRET I TLC" i Aif€1 MA F prY UR IP,IIIIE{ MATE ON SHEE-1 3) 1 l ON SIiECr 3) I t I ON ih?f F'.1 3 {SEE SCHED[J1L CIu ,I) ( ; 7-a ar.+• P 1 E ' II i4i SHEY'i �r ��_Q I ( ' I 1 e L E %Is,IIMG P:Gr rr d) -,t1ITiO j S Pa.ItAAt IV 1 1 1 4 2 A- WOOD �,/ 1 QI I $ rYLA= S 1 F I - -, ('LATE 'RECA"En C:AS9 1 I , 1_ V F SCHI!- V-E _I 1 N- - _ I t C E m 514E' 3; E DIRECT xUNT W/ SPb(�.R 9A I I I * i E ALTERNATIVE 2N' I 1' I 5A SIAE 3/,y ' I I 3GS , - - F •--12-,/2• - SfE 'ABLE 11 ON SHEEN I -y$ MAR r'ANU _ENGTH� 4 L• ". 11 1 I 01 -, I VAX AS C' ,-`-WI DADS FOR TiS IYSEAI_t"'.ON I Ea i ' 1 15' t" .+ , _3 ° I - - - ! FC i I Wp/iO ANCHaI,s +j: * lID1L I � I I -_._..A_ _ ''I [SCE SiHEDLfL£ C,N `VA"A a - EIL I 1/2' LONG P. --- _ __— - Nx T t 1) O) WILLAIION 6 UVITU IV A OWN STIDR, QWN4MIIT:S W,H 15'-p' YHA' WErY'CC' 1•/ %LEG,E.E,'I. Ara: MEAT RDDr 110GHT " 6 A Ie 7RDTXP. MGM ANY I PLATE REOUORED WOOL Air•rVa5 waPw -DI Ckow , Altmt :nai o f swr 11), STALr:EREC W/ 5-ILIa I I• MaL YPARATWN TD 011Q5 OSM:ATEO 2•,,, WOOD -a ERE DOTE R-ouOE'ET., 01 oac-. r6 o0ec INRU CgMPSWIEWr ,A LIAI[l MAE RAIL[ D OR t, CN WD1 a MAr 9E RLPLIc,o v I/,- wE :. ' LIE - I,ory^ aN 11I ,OLL�0AMC1 DOVCATa,W Ali P44L NAX PI fvAa IE SI WAD MMAI AT , 1/4' of ' SM+(T I1, COIWLRa Wnk (THIS IS A mir"I PepM 1T I/R- a,C. SP149No AuummO d, 'I 11! C) mAnI Aso "Srr, Datimsea SIm al. MNIG a .00. -0 ..,. (3! MA, 2- IHU PANEL I,DNTH 6 L 110 TO •e' AT TNT OMDam, i. i I,, MAArnAF'TORM -" 'rNrn` 6 WALL MOUNTING J DIRECT MOUtif me 6 A RISINI new LAR UI PAr!L LENGTHS, Isa1A� G. a , 4G.[OAC, SettT ,1} ALTERNATIVE 2W (A) I IMP' Lwc SM t0MRiMOn I" IAAWE II As 9K.sdATTL CM ' HALL MOUNTING L1) STORM ava. 'NT X IdI 6 ma- Mno rTA1AF ":CA'-E :/d.,' VHOV ., WA, L,no. a i 1;'7' 1O SPATULA 9A ITS o.-1 AN CV_ ,ram RAW_ silly' rql A90 ICIC4 I. 4 ANO _ AS CRAE11P2a 4r' ASnI ALTERNATIVE 1Yt SCALE '/B.,• (1) HITAWATI WILD 01. VA WELT E-, RAe ST.MDM AND -, ;Vw V. IDnow) u THL s'-U1DA I 91AJ,IG CODE. TOTE I. J W 3 PER MI E RW O6 �E�A,IT�%( �'. _ ___ r`�1 (/ ✓ems ' S 3� �\C, EN SF '.-9 i FLORIDA BUILDING CODE (N)TT !N n V4looity Hurrican6 Zone` I 1. INSTA.LA1[Vh ARE ,",', ✓AI_IO ItP Yi. A-'S 17. -, I_', , _ N^ATE_ESLR_G.i2M8ET:ta.[I.OIi_9£.'fCTTQAts= ..._ _ _.._ :- No.4416T '' A V T` T P r• 2 GAGE GALVANIZED STEEL STORM PANEL UL I- :! PSLSSLRE RAT \ LP sf j. AND WA C. LEND'�,= 'k ' _ cKd1W, c= - �'` r I !•' rC * �- _ Y,�- N N f sC .D.JL., EC? 3 _ E ,. - � A 3'OP'OM MOL C .AN B* i �: D is A `r .r SUIT A JTAT F / /aoaa 7M w 1 ANY Y N T r AT e N .. WA` ., 5L , A H W' E IhNIECE GLOBAL PROTECTION PRODUCTS.LLC. 0Na nr.E ALLA W77�- - AMR , s• aT :r1 '�{ si[A.r n8T':Gr rENo,Nr,TmHo GwrA:wY 0 4 HI l <'' F^F NE'ra W0:1 (, FW,AM(- CC h$, G'C:I^11 A Y-`_=2 g`n .• ". .• yr, H y. 'sx P„sxR n n,rr MNt 0. ,51'A r ...'..- "` E."LIT, 20-175 ,,.- fAMr xr,.,M, I,Amt A' . MMwc'. r,Ral lsao-rDe,, FAA tsa lweR Rru € rn be SOUTHERN PINE TJp .. W;PECIrIC y ,,1 •N r:...__ ' "".. u,.MOE,<'S LNETI OF D.55 OR EOL:AE AREA;"<r.._L.:`I`.,, '-�A'-,r>c,t�,P ' ' ---_..n, .;;I. MNAr10 Nt � y ••� I--- - IURAIIIY!I...ww nll4/GATE •n "" r Ri e>_rN. . Q'NEJ: +; ie --- -6-.P N N = Cn —Cu a) U L � = _ L ._ - - - ^ -_ . _ _ _ _ _ - - - -_ ----- _ � Q O GENERAL NOTES I c Cu -0 a- ANaFI FAQ aA• 6T MEE - — -6-6 1 510R[I PANEL swswN ON Tr _ ! : _ . III THE 2020 (7EN E11eT,Or•- --- ,..- A - r .,,C_v :-, ,_. x _ - - KLOC! t HURRnNE ZONES - - ,: ': .. -- - - O'SION WIN CAL- SHALL 1- _ ,, _ .:.- -_ •., _ - . O L , _ - - '^ SREED 4 F�iJ4`�' Br THE - _. .. .,. >. �] '. '. ,: „ i.. 40-095 USING «cE .0 §!'Kill E2 8 ,7 +6-_ - +� ,.. ,v :. i. N OR0E1f TO 1ERtRY I,* At - : - _ - .. - _ L L W RILDUC to AS C DESIGN - - .... _ . , - _ - DE.SKGN PRESSURE RA,wCS I... .....,I. ,:- �- '.0 _ c _ - Il ... �- c o 3 H i .IrT *µt} ♦ ... ORDER C MIND - 5'F�-� -OR dINO L9W5 i+k- - .. -. 'r , .. _ � -. ('11, � � A L M WPTk SraAS,t PANCI-`.: AOEGt1/Cr E.. . , _ _ .. - r , - h - ... - ... .. ,.� r ... ,- � O THE Al" MEMT-ICXiE$ [OM .-.:. I I, I„ , ..,. -r .',.., n.::. ,J,'L", , u. .. r • N .. O TIER- -IA 501E AND TAV A AS7u C : _ _ _ _ _ . � -0 O r IRS- } T =- .. _ .. I 2a AND A, 2a3 PRO rCORIQA BUApNC CODE I A N ,L - , d ,.-. - „ M1lr,:1. .' — W L� j ( c 11 A.,_ ACVM,N.1M EXERCU I. _ ..- /\ . - >� •'I'_1� H,L A r , I'<' I ,, a... :, I. 'a'c �- �, , .. u, ,: Id. ''• 4" , „ =b• r o '� i I Cu O 3. A11 AI.OLKW IM SMELT MEIN.. -' - . I. r� 1— .� Q y„ I E. NwCE7 .TE',� 5iEL ITESIGNA11DN W/rr. b. _ 5 ALL SCRETA's @_ S`TAIKE• - -. - . _. 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A, . 012' : N!, OR WS�Tb � . 6 42' OC 3105- 4F/A.CXW01 CPP. .PWCASE � A (CLAN) ME.B.(PLANA CASE Q (PLAN) CASE D (ELAN) . I SCA,E 1/4--l- SCALE 1/a'-I` ED !J-'-I- SCALL 1/4-.T- 1 - �-� M EN,I-A 01 MCQ P"KIA0,11ir , - -1 ` '. i 1 - q1^1 III NO , x1.T*M PLO. ne. OFT PRIelum PILIS ME 1-' N I I (4) J) 14 OR "'O"'O "N"""E' W`%W Sor I KW-W.0 t*` $.as% . I 5,x , , , - 0P 2*. 1 wow SIEO, I ARE ==-thFI �,] .. : �.N� PAWL - 21." .000 ,%.I -- 1 4) & 0 FARM W.M M; NNFLT:ARLr so a ") h - If 5, NIP" - ` , OVERLAP W-0 RLQ � 4 � # i- PWXD COWFIM MWREIV I I 11 � OPCwwRjO wDTH) � I - � WE0K M 7'.1' WOW rPW I I A 7 , J- � � 1 I ,�- I --- 11 ------ -- - " iV ,-1.,L" !. " -� / I /- 4 um 15 �, I - - 1-t o-COD \, 'i, / ,', I - 11, orvi IV/ W-mv = - i es..- L .e REAR FIAT ILINW- = - 61 �. I I �, -- ,� - (-VsLR C, TWO I -- ,/ , a. a 0 DIST. AN-- --I- 11-7-11-7--� .- L,\ I I ,7 � I , I I / . I I -, I ,- . 41 - - -il�� - - - - - -- - - j \ I I ,.I / - --f �,,,P.I�0111.. � / / 11 / SCALE 1/4'' t I 1 - . X;�;. 4 � ��/L,/;1111 - - - \ I � E V�O IOP MITECT URNINE FNP&LAIKII 0N`LY A AIW-A I —/ � .10-1 , : CEP.-I'l-EL PANEL TISTALI-ATMETH AT, WALLS *1 . I � ' . a SURrAES �ENSL VARIATIONS WTIiIIN 3�J4- 3 �- No. 44167 '; s= 1 :; 'I; :*= . * . - FLORIDA BUILDING CODE (Nan K.1h Velsx:;fy Kw6curto Z"v) I . ." - rm_ - .- . P� CAM EIPLAN) CASE - (PLAN) �P. , . 24 U" GALVANUED STEEL STORM PANEL "I., '- q, , i� .. `4)Rlo SCALEt '/4--t- SCALE 1,i4,-I* , "f . , ..,- 1------ — , \ �/, - - , 11LIECOINC \ GLOBAL PROTECTION PRODUCTS. La. , '.,Z ,,,,,,j- - ---- � - I - .I VER IIIMSW 5i ,V"NXI , " R"M a v�c;,xiewiFiF =-A- , , -Z1N--V1=" -,Z - .."T, I -1. ,R,,.,,, , 20-175 i 1 W'1,7! 4: - — IL - PINT, --Ise � f . ��X11- I- (� -- - fA - = m PE5C%.nNIV.11IA1Px IPFLISR A IOPICA I,- I ,.�W.-7-,� 1 1 - I 9111" . iW 14, --- I ITF;"W.il�ill�w;N-Iimll*-ImzmtiL,1*1$'!T * - C."IM1111 :4:44-190,'.tl$IIZLtM-F;v4l1ill!W-,[#I�M-&!-L�-1031—i-itI 13111M - -- —M-1 I, F — -- 908M PANEL jNSTALLATIONS INTO WOOD -STRUCTURES (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES IW THiR-J 4W, ON SHEUS 6 & 7) MAX. &SO. MMUN ANCHORS SPACM MR LM . AS SHOWN ON SHEM 6 A 7 . AP� C WAXIMIJIM PANEL TAPIDON LAG Sew* PANEILMATE PEIMLE IT) PANELAIXTE PLUS WWO MAHE,R; DE-104 IFIRMLIfic RATINO "I'll, C&,:=. OF 1111404 LEXCIN W) — 13- ". Ir W ---,a- 1W tAP,, ..... "63 1i --- '3.73 jjWrPA -13- j Iyr 6 s(-r. a I/2' ----- IF 6A 24- 1,-// OM V- - a5: ; -0s,/.; 1 2r -.. -- ------ -" 1 5LESS I '. - -- 13 !37 13 -27i- 13' --. 13 -(I +45, -45 OR LESS WL- TV 11. ' 13, T3 . , 13, 13- 13, . - 13- - a '12. I. 410PI, - -- ". -- Ii FWP�i . ------ ly .- - I 3' W--------4F- -- - � 6 I -- a ,/? - 6 112- 2W 1101") - ------- 6 11. - -- --- - 1/2 - - ....- - - - a 1/4- -slxz* --- 12 Iii. ----tr ,/�� >V-cr 10 2W {flml) - -- - 4 '/'� .- 5 1/2" 6 1/2* - ----:- -- Wii50i' 11", -- -/2' - ;T-q6DIT�) -, - 4 1/2� '. - , - - ----- " 0 (TOP) -- - so , * - - -- . , 12 - - - . , - . f. -li --- . " - - - -- - a I/Y - i* (W70M) I - -2�-1-1--9,71, . 13" - , -- - ,3. L - SEE TABLE 01 FOR WM- A.S.O. DES" LOADS & MAX PANEL LENGTHS W*N SPACER tIm 6 IRESPONDNG ONLY TO ALTERNATE 2W ON SHaT 6 - . I - : lwy&SE. . DES" PRESSURE RATINGTAPCx% (P.LI1 � WA)OAKW ANCHORS SPACING FOR E.D. - AS SHOWN ON SHE 4% & 7 IPPLICAR-E it . 0 & AW ED WINAT.O. OF 1WM YNWw PANEL LENV. 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(M70W -- --j-------------a 12� 11 ,I ,- - - MIE) 5 '12 - -- 13 -- o I ), -- !L---- I0- w,W" I;$- - II SEETABLE11 FOR MAX, A,&D, MrA LOADS & MAX- PAWL X,GtHIS WKDN SPACER �_;L IS I LAEDL CDRRESPONDNG ONLY TO ALTERNATE 2W ON SHEET 6 .-- � - - - ----,----- 2"JI A - A.S.D. OEM LOAD MA)MWVM PAWL LIENM 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSf V-2" ,> SO PSF TO W PSF I 5,- 10* I A MAX. PANEL LENGTHIS ARE (INLY VALID FOR INSTALLATIONS W/ PANEL MATE OR PANEL MATE PLUS 04CHOIRS & W/ A4 .tA'Q. 1 12- D.C. I �. -N � .� � . . ,,.�� " -� .. ...... � --,!':oN, LORIDA BUILDING CODE (WEI fth Wmity NIT, covs* Zone) � " � � - sle - I r* ` I - W" ",Tt. - - go-� * 1 1 24 GAGE MVAWZM STM SI'M PANEL � W .. I it:�^- _:� L ILIEC O... \ M/ftn ATE OF i�� _ /'l . " , FGLOBAL PROTECTION PRODUCTS. LLC- ' tAlf - I I L[RA * .� -t� � S. 5! -11 1K.T TEEITRIG * M i QW 1 -�14 �"', . / � .�)W ,"Ouft 20-175 �, C , - (AP - --x E. '. - I-- -f� e I - - -- -� =1- L - Sz "I ,.W��/wt "'ER A - '� - "L I - i 111M It W is I ------ --- -- - - ------ -- --- MAXIMUM A.S�D. DE$jW=f!RE5.SUR RATING Isti.s. )-AN"RRUPONDING, MAMMUM-ANCHOR SPACING SCHEDULEEQ&-RWWAR-STQRM-fANLL;J",'1 [NS1AUNADQN!5JN=1-Q. - . - - QKRETE, SL= -STRUCTURES (VALIL ONLY rOQ LRINEL01 INSTALLATION$ AS PER SEC-7,0INS I THRU 6, ON $HEM 4 & 5) ,w A.5 D AOI%" ANCIIMRS 1xPACING FOR VIIIN C O PER NCHEMAf W104V , A- � -a-- -k-I. � AID MAKWUM ANC-01. SrAcmc FOR NP; Lb PER SCHISKILE BEIC"i -- O`�I K*, A&( TO N`II", OnrN RNFssupc f PW-L �zh" L,E5GN 11tv"Af It ;N, LEn- . -APCON - -SE1 i�lvu PMrLWAtE � NI ZAMACNAFJN i�kx- N - -- - 'AN -EN 5OLZ -sp PAaFLIfATE. 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I I � I I I 0 1 11 - � . -- t , ,./,L , � 1 � - " ,,, I I I C� " �,; .,"� - I ' - - - I'll 11 I � 14, -, I � 11 111, I,% � � I -- � I I - I I I r I { , i L- . � I I � � I I , ,. T-,_-,, �PNIL i . I W Z'W WWD : % . - .. I -1 I . . . � I I I - I I siss, I � , -�-�;11`e� i - - . SECTION 8-.0 I W. KFNO WIT I � � ,,'A'. TAPCIM i ; - I'll . - �A' s"OSO L � 17"'. -ELIFATE Rvs� - - - i l . � I PLA"r t I M O- ANO14OR ® 12 F/2-'OC ka � EMU I (IRYI)NO) 0 M&MEL I i �,,oi, 0 D, u I � . -,� * W 2,E, I ANCKA a 9' oc FUTE I ! ,� l-,� ' � I 4CIFOR I I � . Twr�(]N REQUIRED !, � , . j. , � � 'L - � � , L � ,� - B I STACA,ERLD P/ 'iW"D I '�OA 0 ol cc - ; - : � I i S-A"E�n ." S7L* RMIKO I '1' ' : i � A I i � 4 I ! � � �, L � � , I I I I I F, LA! � I i 2'�., AMC I . i :�.., w-OC7 i WALI-MMUNQ I ! - . . I I r M 94OM Is A I's FOR "'ONG r`TS A WAIRIZ MR SCALE S/R." I 5 � FNI t FIED-� RE, I i I , L ; � F , � . I NILO�D � ; f ; X"O's Afrr *VW Ilk" I I � t i I 0 W , ., I 1 , . ARE .", , uRPctRZ mt vAt- r= 0,57,04a I I � I I I I , ,TAL 0ti INS 1041114E MR ED �fss � I � - Cu .Am , xismu .V� x*wIP s-Otw 91 " .OF,. I'l �"RFIAI'V�k I�IAW ALjE-RhATjYjJ-a,W- ! ARNIM P40" INI Rc-ETw,4 FF, INS !0 L�, ' " ' ,. : . NAEF. xroes, Fv)P 'NIS 0"EMITOW III FIT Kuftjf� 1 ALTERNATIVE &H.RW -law ALIERNAff R-20 &TEBNAI I ` LAR -1ANEL113 ?-QFEUJFM--FA-NfL . M FRzWa � `151; 1 SNC'.4 W-Es .&NG OF," %"Aii Wil BE I W REMN W a LIFE SAW PAHL 9 - Im .05MM 1 L. E'M: RFN Wismaj. VICW IAI IDA TsNOI 0KNKA 0"1V,E,' I � ......... � 04 NIS SORCMAJ, ...... 1 WALL MQUMINGS &WHON", WALL MUNG ; �y .A � -� A E),0.-J 2N Q-5 .,<,,'�,' I/.-. ,q;N .. .. "N" -�, C , I/A-o " 1, PDR-L 3/0-1, smi: 3�,&-s" ,`,,,�` , - ,E --,��, 4�iv !�..141; 40 1% I AN04M WK - s/ - 1 � i� I *0 - . 0 . Z 'Ns" � Lu 140alox i�.7-'�,,CENs� .-� , ;� i y , = E 2n- - &A .? i -- - I .1• 1. i's � i � i IF, - - 4"-&*::I:: R, , I r f :.1, --Li Lb,qT— I 'i 6 i I . I i :XMIMORIN 11 . T 1 4 y I . ; . & ,!�4 - � ,rIL, 44187 . -, FLORIDA Q�ILEYNI`; C.CCE �Nvl O�Qh Yol�,�I, H-6i -, NNFI NO" WZz-f;T-- FLORIDA BUILDING CODE (Nan NiIfIgh VaOcIiy WurrktatIRtt Zurie) � FLORIDA SUILENNG CODE (N.n Wgh VW..[Ly Hurricqrm Zon*); M ... - --al � i /. , 11 ENS,, - - - �el �,�\ -- - - - - - -�jr- -- -�-- ------ = Z,,'; -- - - I . x - � - � -----. I - -"-- ... -- - : - IF . - I , . I IT : :�Z h - ---r , , -- *�- i� ON) =*, -M 'mm, m III, , — TLIAM - I F'. - , _:� . = I � - - - --- ---- _-3 , ---3 n , 3 i � I - i � � � 21 -,A',.f �A! VALNTM� 7ZEE. F'CAIJI 1AX% r < 4 1ciNFVNw%-ss1) � j, ! .. * : * i 24 GAGE GALVANIZED ME STORM PAXEI. I -1 � ,O � 441 57 t % 1 24 QkGE GALVANIZED STEEL STOU PANEL CRIPN V` z ��Lji.�C , � — ! 0 � I :*= , I L — - I � "I ,� Lr'O, Z E . --- - - - - - - - L - � - - I M� dt, I NSTALLAF IN ARE ONLY vAJ-ID ("ON A D DES14CN 2 : , � -- I - - - � I � - -- 1 ,,.� c ; z �1� — i * I I � I , I I - �, I I 11 - I - - - -1 - - ! ACIWL MINT od"M am) now �, i&., -TATE O' f PRE UP.- RATNGS ip � I) ANG PANEL ��W`45 , AS � * --- -� I TIII.,/� - - - - ", � f , - � - : RODigTS, LLZ.r 11111wT` i z - � L ' � � � �'�� ,�, I10BAL PRII P L - STATE V - 1� � I . 'T . �, �_ � -ii-N C i I .. , " - ., \ GLOBAL PROTECTION PRODUCTS. U.C. " k ii -� I t,, GLOBAL PROTECTION PRODUCTS, LLIC.1 - - � � " r. ,;� L* - - �� ` I �1� 1- i I- 12. r r �: I 7i JFc I -jr .� ) I T. . - lkl� I/ 111NIECONMe. WIL rLfsISSEi�VA:.Q,N ON !4NE0 - , r 11LIEC 0m: It"I - -� ��_ - -- -- , ,i; 1�1 �, 1 I , - i - .,�, L - . L F., . " � WOO %1� 1-��, "R, _Z,�� ,!�4s'-.* OFiN - 5, I17417 I - I I . , - 1r,P �i,,T,- - I r -� I, �*,-. �-: z 11,1' 175 srtoq,�!� - w.". W-0 w1RC 11 4N I . 'L " ,: - I I 'r, , t or'� �--� I - --, �,,r ,�!� -n- = - ""11 -, , �, . I - ..'I -!,W. 1. 't,,,,,,H, 1 1 , "", I .: :- a "k,", I I, , -175 � - nav-, f- `O,i,ARI 20- ", - � I �` I - 4 ..... •I I L I � , """ �-L" - ',:,�, "IJ - F� � 4 St-T19FIR-5 "O 69 SOUTHERN PINE NI 2 •W SPEMC ,� 0; � Al , ---", V - r-s- I - � , �, - i� ,� .1 V ?�,/ 4-0,"I� - o- --- INIRRI, M� �� , IXF! I i j T.4 =11" . Mi� �- Rm - s, VI.Pr 2 FOR NEW VOOD FPW-F CO'=,Rui`,"iCN ,I) - - ,NVR, sV.,,NR 7_ ,_ 20-175 1 , , - ��- - I ,Id� j 1, ow— - PON-- " I - W/ , 11 � - -1111 - L . - ,-, .., L - ---- - - - r — - E ..;051.1�1'-r - -- �ir- 4 11 ;;r 1.�.� - - . I 'r: I -.1 I-- — I---,,Wl - - 11 < - -- - - - - - ----T . 1 N" , -�-=1`11- 1? .--- — I -PPRP`Ni� � � , I -.-- - .-.---- I � - I ---� :- - - 3 Ir* " I '. - ,,, '"", . , 1 , W/-,� - PE � br;FI4�- iR', I : 1. I � I11-1- � - - - , 11 - I � - "��,� T- - -- -- ---,.- � � . -� . - ,Z ts�s, I - — M DiNsrr, Or o �5 or, zouAL ", L - . I , I I :L��j::�,, ,�iq -• I -11. . Asa, . Pz 1 .W �I arc *j,iv� �� 1%Rctl 1, ar IV -1 - --'—'- -- - --- � -- L. - 1. . - r- I_.— ,,�W'. IA.I -ft -14"' 1 1 - I I —.----------------- - . I nAg2..I . I ---- I L-------. -- -_ -- . . -�,� 2, 1!�-- —'- I., -j II I L------- I I - - I 11- --- L —. - -------- I I a_ SHEET NO. SH 184 'A END CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,. CONCRETE _ B QCK OR WOOD STRUQTURES: VALID , QQ _REQUINAH, _LIFE SAFETY & E-Z HANG STORM PANEL J) SYSTEMS � I] , 1, # _ $ � 1i Sr 4^f4RFD CarCRFIF.. •� j:� Cwv,�a.w r rMli i O &RFL. In AIrIXi !wT» 2' OC , 2i.• r II,'✓ :4mft'D CONCRETE. COmCNEIE _ KOCA OR 2'., N004 FRAIL POURED 0•A'ORE'E I `� ]/<' TAFCw - ••• ]� IFOIARE'D COIICRirf R.Uc. "•• I �.. VAYEI,OR EV 32" CC MErxNw 1`. Y.., .000 IRwE ,- / i 21 OR- nan 14 t cur rAEi /_ t TiarrN". t 3/+• , i - PNA -- % Yn ArYktl1P 'µ,TB TE L[e uturX> �. 1 12' OC I }' a 2' , D6S" 1D VARIES ., 1 !• a 9" L050. EOANi. ° i SIAi-" ➢aC' 3, ✓s-Ili, F{FA.E] GONCRE°I.. C'4rwirm 2' A 1 4 .;25 ' NEiK Kiifl BdT PUTS , _ KOPA OR 2-..- MOLD :i.VA w -t. _- _ , E_ ,P - - - RL0IAPED 1.06-Nt4 'JR 1063-to AiIA'r -'•• ! 2 1/F' �,, _ _ 2- CpYT NIA ANDIL uul. \\ '\. ` ,:�.,d •r - _ - - - r �•w r �w w MR+'+AP � I/4' A *OLT 4' 4' . 022' • 12' OC 3103-H 1. a /C63-T6 u.Or w/A[NRL1 CII, R,r... ANGLE CASE A (PLAN) CASE 8 LAN) CASE C (PLAN) CASE D (.FLAN) SCALE 1/4'wt• SCALE 1/4-.1" SCALE I/:.. 1' SCALE 1/• •1• 1 'SN,O-SET OR CALI-w I OR Goo Fv CILMATL X ART .4 'E_) ,9 (E? =IE R0G1 i13P_I �Tra PNNEtWR Z" ((SEE 1 SA rsA1EC 0.'NCMi 1 \ 1 OP r.4' wow Sam Or (ANN" KNEDAL f�: 31iE19 9''' _ (MIN. PAN IL 2' 3VARIES ' I l4 6 w ItE7F>PSD 1S AAPLK '0 If• ) h (� 1 i ' ,:. PQA m CONCRETE. CONC ETE -''77 OF'E7FR4G a90TN1) konK OR 2'.4' nh" �., IWO4 1 _ KOWFD 1 M ' ✓ I 1 t1aT e/ N1r"R,WO rRaNt • `. gg j IMF Es ( `% - KM FUT F LIAKA1 PAtNULL rC 5' M 1 �- 'RNA L 1 �` tr[M1FR cvr vc PANEL) x 80 INSTANCE "C"•"1 __,tP>rl i TRACA _�___ _ N A" _ CASE G (PLAN) } "', \ � ,��Ep A T1[t ria• SCALE 1/4'.1' �/ I, ✓9's VN-E1 FOR DIRECT MOUNT OVSTALLATrf✓N CNalr e -._,..__,! __.,_./ w, • 4` ac'- •.`'Iva ,�- GEh LI °rF '•. CTR'IKO PANEL. INSTALLATION AT WALLS W/ L - •- ILO. 44167 SASACE LEVEL VARIATIONS WTT',M _"/4. tt? FLORIDA BUILDING CODE (Mcn High Velocity Hurricone Z..*) �e a �w "�S0 °T6°' 34 GAGE GALVANIZED STEEL STORM PANEL y `�,. y.�•, yl. (,PLAN) .4G.3+ y 9 4, SCALE 1/4•=t` S t7,r A'<DRt04.. -.- �1 SCALE 1/4'-T �4, `��--^'^----"'...^a p <'•.,FS 6"'``- \1 GLOBAL PROTECTION PRODUCTS, LLC. « � f' l L I C C O E IE a NHil�lyl. / T11R Tnrww.le a CNWIEEEIIWe CONNANr( �WM1 ;31Jml. RL �. awo.. w. ar_ � ••r,. 0.•1 p�. rlf��. Gtw] n•-rM, A1V4 ii5,M11'264, iK i13,NM•R1ir � � G•eaDLT t9 _ ® _UWMYN/a Pk rw'KI'CM:.'E. INALMN A 'A131 X-. Pi .,. ORtOA Lc 44147 -' - - 9PD[1 6 OF le MAXIMUM A.S.D. DESIGN PRESSURE RATING s f LAND CORFE4pQNDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL J) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL ))INSTALLATIONS AS PER ALTERNATIVES IJV TNRU 49y, ON SHEETS 6 do 7) 101A A.S.D. MAX8IUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 A T APPuTr4 to x Mum PANEL TA900N LNS SACRLW •.-'--rALTCMam PANELMATE FID FEMALE PANELMATE PLUS WOOD RUSHING 0057GH PRMURE RATNC MILL+) MMWV a AW Ga r1,EM MEN ,'CM OF 13 11, 13 13' t3" 13 iW (1EP) 1q tBOT'PI) -�- 1J' 1 6 A/2 -/2 a t/l' . 6 t/2' - 6 1/2' - - 6,/I' (TOI•) _ _ ! 1/4' t2 a/I• a ,i'a' deITT.•) 6oft - 6- 6' 6' B' - 3w (80TroM) S S I ' q LOP +43. -45 OR LESS 13 13 _ _ _ 13' - 13' 1J" q ( BOTTOM t3' e3• 1r ,S• 13' 13, ,3' 6 1/2- 10 (TOP) 13' 6• tw (BGnOE1) 6 6 112. 12 (TOP) 6 I/I - ,? 1/2Ito e !N' 0 crop) - ---- ,SE.. - --- ..11_ - - S a /Y • Tr ieO IN) MAX AS D. OE iXiN PRE' SURE RA INC, (a' I.I) MAXIMUM ANCHORS SPAMC, FOR E D . AS SHOWN ON SHEETS 6 a 2 ',P'PLKJ'BLE N a ANY EMOF THEM I INNi.MLAP PANE LENCM 1 TAPC'6N LACSCREW PANELMATE. FEMALE ID PAFPLUS r PLUS WOOD SU%ONG 13 t3' IJ' 13' S' It crop) 13 '6 1/2' 6 1/?- a 1jI' a Afz 5 1112•- fw) y 7 ,/7• e 1l4` 8•. 12 1{2' _6• - 6 e/A' - - 2w (816T1 _+) 3V STDPi Son LESS 31 (BOTTOM) 6" --- 13, - - I t.7' -.. _. _ 13, - 13, _ -T 3' V (TOP) 4 - t 3 - 1 iS' T - 1 L 4R 80•TOM 0 +75 -75 13 13' _ 13 10• TY (r -, _ _ _17' 13' t3" 6 14' .. TR iRa*tDul _ _ a 1/?' _6 tj?' (TOP} 6 t/2- 6 1/2• 4 1/2- 4 .12* f2 1 .' 7 1 jI• - 6 - n ) T^ To5 - 12 1 1' 7 1 /2 T' (Tt7P) 112- --- -'- J J 1 • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS At MAIL PANEL LENGTHS WHE'II SPACER 15 • SEE TABLE /1 FOR WAX. A5.0. DESIGN WPM & MAX. PANEL LENGTHS WHEN SPACER ig i5 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 _ USED. OORRESP"OINDiN'G, ONLY TO ALTERNATE 2W ON SHEET 6 - TABLE si a, A.S.O. DESIGN LOAD )'Eft)M PANEL, LEMON 40 PSF OR LESS 6•-8' > 40 PSF TO 50 PSF 6°-2- > 50 PSF TO 80 PSF 5 -10' A MAX, PANEL LEMONS ARE ONLY VAUD FOR INSTALLATIONS I, W/ PANEL MATE EIMALE ID OR -ANEL MATE PLUS ANCHORS & W/ i ',p(pfiiiFH h"q 1/2" O'C, 3Q?' vGEN$ ''•"s": FLO94DA BUILDING CODE (ion H'Igh Velocity Hurricone Zone i Nf 44iBT o29I0 nlma x 24 GAGE GALVAIZED STEEL STORM PANEL •o'•. .ATE (ONE_ _---' _ ° O EErc �'\, GLOBAL PROTECTION PRODUCTS. LLC. °'i}16Mc�' . 9 -. - -- •- ! 4eoo se.., STREFT r cow l l an+F r- =_asl. 20-175 - F• .....'' C> ! •... tm.+.-•w �-aw,,Pr_,M, •.Io-a p_v,'aaw•As.>. n,A t�.7aw-.rA7 a S tl meai9 s - P+A••� N 4'Alri,,N fIn�JM NAE wu1P J. FUN A. r,c. MRn +e a 1a HT, INSTALLATION DETAILS FOR LIFE SAFETY PANEL (D INTO POURED CONCRETE OR CQN.,CRUF,,"LOCK STRUCTURE i/4`,. TAICw EXISTING POLLED 1 '." ',AKON ---r,.snK FVL-RED ANCmA O 9, O-C- CONCRETE OIL A<11CA O 9' OC CONCRETE OR CONCRETE SLOCX CONCRETE BLOM REAMED, I REOQWk I. to EO- i LY=S_.i 1 1 r 1 m+ Ra•--, E 1 6 / Io' If CLASS cSS t 1 rxmTLIG- OAaS I - 1 A (.ASS A t it LENC•IH EJitVAw* r! I [ 9--'3EpAPATK}F. 1 maim ! = On SHEET 12) 8 1 : I 1 1 EVISTING Po"'RED LD• CONCRETE OR cow" 8L4CN REOUP 1/4-0 PANELMATE P%_ ANCHOR O 12 1/2" 0C- 1 a,eyy SEE %jerM 15 A 11 rlO4 AC.Ons r'rPE A 3PACAC: FOR w1EALLA7Kxw..RO LOOT FRAME 8U1INII MARAIAA ANCHOR SPAC." AANID MNFMMM COCE a3TANNCE ARE N CITED ON TM °SO4b r_ °OR E O. 1.Ew n" NIXAm d, 3CaW,E � ANC o, swAwla ar MULTK191G 3P+1[e16 TOWN Wi 1CHED"J w THE FOUDVAK FACTos FOR • DPERAI,B4 TO WE POSINSLE, MLi= SPACAC ORTAiN D .SNL FKID9 SHN.L NOT K Us$ THAN .~i SPAGPOn ` DICITUD FOP EACH, A"CLOR LYRE 9N TM scHaku _ ANCHOR Tot MIOWR TAPIR NwIRRAI ANCHOR 1PKw0 t•.) e 3 - -- •wl..uN.aE -wN• P•J -- _ Ile,•Pa e.Pa IlaNwr (L.) tw 3 21� AMR 8W 91 OU M FALm - 2. 1 t - x EX3T 4G P'OINtlG COLC Am 1cm. REp.A'ALO. `•+tNIfIe11A ,/4•. PMjL-11 ' .. ANC. At (BEYOND) . WALL MOUNTINGS SCN.E 3/8-I' 3:'�1GfNSF'.4' • L36Z"-6 '_ i 2 0'. STAY n 1, Ft BEAN/-TiAN.IZIIf 'LNAIL 4' PANEL LENC F (SEL ELEVATION i C714 SHEET 12) FLORIDA BUILDING CODE (Non N1 h Velocity Nt,rr}cans Zone) exmo 111Ecc..4a 24 GAGE GALVANIZED ZCO STEEL STORM PANEL EL F... arAwla I� O ma. PROTECTION PRODUCTS. LLC. 6' eat MT tcsTlwo • o4a�rlaR,Ro coNPm woo s w. 31 9AIE21 A•. ur o :rAan ti pRi m-,11ti ,3A1AE. r, SJ31a Fr,oNL tos.NRR-r.,+ rA :wM11�rE' _ _ � _ _ s� .., 20-175 tAMP•4 .. MAXIMUM A.S.D. DESIGN -PRESSURE RATING (p.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE E4R_I F lAR STORM PANEL rUNST ,.,_ffW .QQl`lCWE & CONCRETE BLOCK STRUCTURES (VALID ONLY ;'OR PANEL0t✓ INSTALLATION,;' AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAx. A.S.D MAX*" ANCHORS SPACING FOR MEN EO_ PER SCHETRiLE BELOW AWLK4DLCAA"W wt-urJu wu AS Sr,[1 ANCHORS SPM_P!f FOR YN EO PER SCHEMI BELOW s ---.,.. �-.. 2=`•t'CAfkE uwXtWW OESxrN PRESSURE TO SICII, l4 M F'A R.L '-•sC]'w DE 4N RR TO 'SEC''ATM � PANEL I[NGTM _. TA _oN .'---.. Sq,J[y-' "S _ PANELMATE FEMALE 10 PANELUATE PLUS > ZAMAC_NAAJN ®� I.AUC-IN TAPCOH SIXJD-Si:'f 0.4i ATE FEMALE 10 P✓NaMA E PLUS 2dMAAC-MARLIN EAUt-N RESSU a AN NE`S�E a COMMrNT0. w ro xe•CPEtE v r0 fOLoc. Aa O.'K1[lE' OpoRR tO to JEti � KaKM'L Tb M C6NLREr NNPER - 4 ro 'O 4 '0 la�'gn ro ryl}�5i. .C3.iATl ro O -rt."wK•CAE �'€. IIh (CONCAEE �S `a LR+APE COAEAE'C r4 _ (P.Pf) •. f Oi T-rue• CPT'1 Of rr1Eu t 1 +Y :. IJ' ,3 13! f Owl ,!• 13 13. 3. 13' ,3. 13' ;!1 r/F i6P ` - ! tJ' ,7' ,]' I I]' -Y-, _J � J IJ" �. ,7' , 13` 7 _J i11 e 2 3 / t6CrTt2M1 I I {TEY+) !1' . t ,/2 (BOTMI) 13' IJ' „-~ " _--- 7 tt• '7- _7 l3' ]ricw7 •._L. f _ .. _- 11' i 3 13 1 '. � 3 ,�J /: :TOP) 5 B' 1/7":I t/T 6 1F4'e 1;. 12 ,/Y. 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IJ 13' ,. }• II is 9 1r2 ID b'I ? i2 - _ 3 i6 I c f'= 3 rTOR+ } -e. } .17 T_112 3 ,J - .3 s0 - i d i6 N3 p TO 1 zt' 1M1 )176_ f'2 I /1 6 1IA'11 ve 12 Ij2'16 '�/•' -. - - f a / '6 ,ra 3 !OC, C.M) 40 - - •] Ill a i/I 6 t/A 1,r4 12 I jP - 1z t/2 _ ,/ 1/<" } (0",W) ]- 7' 6' I` ;/2' Y 3 t/Y 3' : .• , t/z"I J- 18 ,tI" 4 hi,cj r ,/z' J- 6' 4" 7" .-.- 6. i a ,l?' 3 '/� 6 ,/. 3` a Ira•) 9'_6_ 8 - 6 _ R Ij}rr _ 5 t FO 'ES f2�, . a - J 6 (8O rw)1 5 (TOP7 � f3 6 =" 8 } 5 L t J f 8 j 1/ _- J 6 ,/2• a ;E51•GN) -(TOP) 9 1 7 13` -� a 4/2 -- O ,^� l i2 1 3 b t2- s {�itfMdl 1 n r2" 13 13• SJ 4.- I/7' { - _. 14/z' _ 2" * :BOT•OMJ _._ '3', 6 I/'2°' 13' . t/2 '%2 6• I/2 _3' 6 :. 9 1/z 6 6 a Y a t/a' 16 1l4' c ,! • !-'/: 6 90T+_' t f ...'J� -- _ F Is.e i6 �3'. / 4 t5..- / 1 /< .. - 6 , ,' 6 (tOTT •) SEE _ 1, Fpr A,rLY09S rri a 3A'A[.Ic NEF w5'A:1.1•:bS .ir0 wnCO i6:iA[ aa9Dw03 • S.,iuPL'L NNG WMIM [EyiE p3TNIKE AWE >AN�1Ea C' hNs cJkt%4e Li er ' ,in f- _07D M 9G RbRf R(rA1[C 4W.tOR iaK.4 4Y WLiR w�'�AGwG YQRR Js W.WNAl 9x THE 'OLONING rK Dft% , A rNS OKRNi.Nr r0 RE P'OSYn,,E. R`.'s4C£P 3PA.^AO ORtAPED IGI4 1-C as SIKI • C- OF ^M` TYMM IMgAFN 3PACFK MICM'A1E0 LAC -wn ` -T w Tws scNKeut _tH'• V.. 1/a•• y+'. '/+'• tl+'•.. /11C110R 11PE , ulna+ ee>D-En `�'4i wlawn: �y-«rr rw.-a, 1 3 : va• A'.. IlwYlwl IVKIRSR SPALnIG C 7 � ! F r 1' 3- - ^. . ,., .� a .KAM a) 1 1 -fo ! 9m'ANnrc-a, ACRIAL WOE 051 dF:-I?7 FACTOR -am �- T ,•y1 an os6 •'• SPACLNGS ONLY VrLE7 WHEN SPAIS USE11. SEE I&B-E /, FOR MM A,S.O. - DES" LOAM & MAX PANEL L.E G- MIEN SPACER @jl S VSEC0 o'1Ep 0, 44167 rr q•. T•4TE 01J?r^ TABLE All A A.S.D. OES1GN LOAD 16AXIMUIM PANEL LtNIM 40 P5f OR LESS 6'-8. > 40 PSF TO 5O PSr 6,-2• > 5C PSF TO 60 PSF V - 10" A MAX. PANE_ XNGTHS ARE ONLY VALID FOR INSTALL .ATONS Wf SOLID SET ANCHORS & W/'N3 SPACER AT 12 1/2' 0-C. .2os rPrP-rn.-.1--� 1 L EI C O ... 24 GAGE GALVANIZED STEEL STORM PANEL 1„,� _OBAL PROTECTION PRODUCTS, LLC! s`ran w,AAc A•>.;x.-as,A c,HA�-n9, 20-175 ANCHORS :SEE SFCI`01* a A:TERNATI'C5 ON SHU-, '], ,A, ` a151 3" "A R-IA/13, R-ZA/13. R-3A/14, R-18/73, R-28/13. R-3B/14, 3',4Ax D,M..�, 'Y Mw _. . --- • R_1AW 15. R-SAW/iS, R-3AW/16. R-1BW/15. R-28WJT 5, R-3Bw/16I LAN_ _.,�_._..._......,..-t 4)°t0 IO O O O O O Q f I 114 I-20,1- S,S ack -, w(� {.SE FOR PAN_ lEx•'.':'10 +L- OVER 2--6^ ' PNfft - hTiil REGt1LAA STORM PANEL '�, I REG,_•LAP STORM PANEL 8-8. O +40.0. -.00 PVI. _ _ _ _ _ _ _ _ ___ / aMER AP NO PANELLENCTi BO i) ' Llr_ SA°E�3` ORM F'N.'_'. ! - _ _ - 7'_a' Is +SOLO.... ,54.D p...l. OVERLAP 160 PANEL L04CTH RDLT) UY 2-8, WN. PANEL LENGTH AT ALL VDUW04j 9' W f AT 6 Ai L EA t]VEAE I I rt. - - - L/2 FT-"- --- - - ---- '. - --- -- d- _ C LoLSE SAIT'Y Pl:urEA¢MCORNERS • , O C4£7<•LAP.- O!� •-+4�R,-'E;AW"u/,15. A`.EV ERIQRWtir NL'T AT3- MUt LEEPANF- a11.4F1EaEJJ Aw,, PANE )' LWfNS A!ATIONS Ohtf VALIO FOP WIND R-A/13, R-2A/13r R-3A/14. R-18/IS. R-26/11 R-38/14, rIra I SPEEC ILP -0 110 mP. nR-2AW/15. R-3AW/I6. L* R-TRW/i5, R-28W/I5• R-38100/16. 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" , , I i T%D_A` -I Dli N, iE ;�� AiF,_,'.'r % SL(-' ,'.Z� � L,Nr.�,--' - - - t-,-,-4 j- -_ � . T I I -• -�p " -?A) ':";'L ,__N� At I i , � [ � --r- __ I . � , I - . I I * , , i I I i I ! T : 1 I I ' 0-, - -- - -�� U Tf', A�' - ." � �_ I ., i _: _j - L L -1 _J - 1. �_ J, 'i - ,� , -1 � . - -_ _J _J � _' I _: � _j - _1 1 -1 -1 -3 , I I I - , ��' , � I - . J - -I - I- J - L - _j _j -I � - - -I .. L . ---. _:� L,L - __ ___ I - - I I . � I ___ . . . . . . . . , _ - _1( . - - - ____ - - - __ - ___ __ -------- , I I - FE ,( - - t 1.LTA,_.NP ,'44L.( ZAL , "-- Alf::: ., � ., ,,- __TT I SPIEL11 ,,��' _C . 'C , ,,,, ,� 3 x-.-�(_1,, AV,,- - � I - I 'SPIT SEC!"Al, ED & "IbRNA"I [111, 10II, SdIE7 Is, - EZI/18, EZIW/18 TYPICALELEVATIONFOR SERIES 2000 E-Z HANG STORM PANEL CL� SYSTEM (t) LCAL!L 3 132% 1'. . �.. .., �, 2.!;R1*'LMN, NVOAFT , - I I I W� t1-1-1,I) - - -, il.d / \_7_7777r7_7\7\_/N,_= II iuutw , I' T, SECTION A- ...... I. ... 11 ...... �,I;;? , .. - ......, 4___1 --- Y M1.,;I Z-) /.'� ` EN,:�_-,. �-,. FLORIDA BUILDING CODE (MITI High Y440cIIiy HUY - . - z . -11 - �_ - 24 GAGE GALVANIZED STEEL STORM PANEL z . z ,,�, R. 44167 I. � 1 2 1 * � __ I " S * - AT , ' ' -- __7____� \ GLOBAL PROTECTION PRODUCTS, LLC. "7 S � - STATE , I/ 111MIECO,aic \ — A, — ,-tectI911A 1�w = ,Fit . C40MMICIERMUT CD-AMY TAVX�, ` ILLSi. , _2�- .. I . . - - , "'. ". 1. i "AIN*�.- 20-175 , � - I. - "i"INK ,_ - - �,.� - - - L-.--.-.- I ,-. __ I 1, - It ,-*.0;4_",i4.'iV"t -rn �sir�, ----..�.�------.-.---.-��,-�.---- ll� I,- 112 �, I � I � I R�1: i i-- i - N. F 9 , i I I SHVr, ,I . I$ —ein— E N (�- I NJ F E P I r\J G W - ENGINEERING EXPRESS a PRODUCT EVALUATION REPORT Sememper 15.2020 AI;Faficatlorn Number. 17889. I - Rwl EX Protect Numbou M31543 Product Mantifectureir All Arrievicen Shutters and Manufacturer Addirit" 1540 Donna Road West Palm Beach. FL 33409 Product Name & Conscription 24ga Galvanized Steel Storm Panels Large hilksalks Impad Resistant Scope of Evaluation: TIES Product Evaluation Report FIT being issued in accordance with the toWwomOnt5 of the Florida De"th"Fam Of Business and Professional Regulation (Floaxist Building Cominassion) Rule Chapter 6IG20.3 005, F.A.C., for statewide acceptance per Method l(d). The pro dudnoted above has been tested and Or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Ed"n (2020) and is, for the purpose Intended. at woost equivakhril to that required by the Code Re-evaluestro of Pus product shall be requited followin pinbruird Flonds Building Code modifications of fevisioria; Substantiating Data: A PRODUCT EVALUATION DOCUMENTS EX drawing 020-31543 Ittled "24ga Galvanized Steel Storm PaTIFFIFT (MVHZ & Nm-HVHZ)' sheets I -5 prepared by Engineering Exp eass. ingned& sealed by Fmk Semuerdo, P.E is arimlegrall pad ofttws Evaluation Report . TEST REPORTS Uniform static structural performance has been tested mappordanict, with TAS202 test standaids per Int neport(s)ZT-ASti-17-001 by BlackwaterTesong. Inc Large missile impact resishanCe and CyCk loading perlormanot, has been tested in accordance with TAS 201 and TAS 203 test standards pot test teport(s) 987-ASG- 1 7-M by Slackwaltei Testing. Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural *ngirriming Calculations have been proposed ~ evaluate the Product based on oomparefive andlor National smatinks to quaw The folilowaria closigri criteina 1, Maximum Allowable Spars 2 Ailinhinurri Allowable Spans 3 Minimum Glares Sepwahm 4 Anchor Spading 160 SW 12'- AvEmut SUITE 106, DEERFIELD BEACH, FiOPIOA 33442 (954) 354-0660 1 (866) 396.9999 TEAMjNIEftGjMFRaIMOFrPRfSS.CoM ENGINEER INGEXPRESS CON -11 - I'll, /-,,.. __1 I- _ =�!-�� W$O ZrAlli 'Al 01 etEN1Slr,'EEc:::!,1NC- Page 2 ,If' - All Amer :arf Shurteri; and Glass - 2-4ita Galvanized Steel Storm Parick No 33% Increase in allowable RINNIs has been Used in The design of this produd Soparation from g" is not reciOred for installations outside of wind itoris 4 and essential hichhes Impact Resistance: Large Impact Resistance has beer demonstrated as evIrdenced in prevtouRIV listed test reW(s), and a accounted for in the Engineering design of this product Wind Load Resistance This ixoducl has been designed to (@sW Wind loads as indicated in the span schad"le(s) on the respective Product Evaluation Document IT e engineering drawing) Installation This product shag be installed In stict compliance with its respective Product Eintroobon, DIAAFIFFINII it e engineering drevoing) along virro, at c4ritiponems noted therein Product comporrems shelf be of the marlarral specified in that product's Paspectite Product Evaluation Document (I is artIppearring Showing) Limitations III Conditions of Use: Use of this Product shall be in stric, accordance with the respective Product Evaluation Do meat (I a entimisefIng drawing) as noted heron AM supporting IINASI structures shall be designed to result 60 superimposed loads and Straff be of a material riled in this products respective anchor schedule Host structure conditions Which ate not amounted for in iris products respective anchor schedule stullitie designed for on a site -specific lasaiiii by sivigisillotod prokswunal engineer AN Components Which site pirrinationfly Installed Shall be protected against corrosion. corkamination- and other such damage at all tonnes. This product has been designed for use within and outside the PsCh Velocity Hurricane Zorve (HVHZ) Respectfuliv, Frank Bennardo, PE ENGINEERING ExPREss' 4PE(xRth449:Cart Auth ,488II 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, I'LaftIDA 33442 (954) 354-0660 I (866) 396 9999 TEAHIRIENG!NEFRINGEXPRESS CQM ENG!"EtRINGE.IRFSS CO. " f �;� -,_�., 1; ".."i, 1� ♦, I - I - -n:. :- _ I �111 - �w-- 1- - 11 - I - .1 , --- / I 1 If.: �, " � " : - __1_1� - .. r-, .'r-1 'O — Ll- Aftarres; ,0%=Fs , T.;:-7 - I- --i-11 - 7_1 0 ""'",""",","I W _ "M�' ," , AMIA400H,ft , .14'... . vih`,.. n�_ A# TV -1- -;;am- x Lis'. MI-11- .1 - : U'n_ 'M ,A-' x - I, 4� — WVIT - " iz0 _�7/ 1 I-- - - T - "_- A F - _... ,.;;_. . � � !l , ., , .1 OL -W-,-,, .. , _� � ,,, , -1 I - I I'- , . , - � �- 1 . 1 - L \0 � A I - ;N1I " , - F-2 �, - " "L LL -1 . � e .- 1XV. . M. YiF`_ m .-- — z n'! I-_ �__ — --;, - 'Z'�47' � -, "k4wM I 1Po�--i'_"i'll"'F: 7111-- 1_'1— . ei_CCriAM:,tLODP NOUYY SCCIIDN C-,,4�A, - __" I I�t,.�,�` lav�_-'11_r.,=_ ,?_1;1111��, 11-11 -1-61r, 4: .'.x 0. RAIL"cowlixTRIN.... - .1-111-1-1-11 :-4I!,A`.1___ ", " "'�,;, �`.-�, I I I I.I.- - I -"I- . � -11 I -- I 1 11 � � .1 F_ fcii,tvl�,' -,��tiix. 11 , . " / ;�,j�L - , - , z/,///z1_1 ; *��-,!' -_ '(*.I , "' 1 T 111d -�-.] -1,111! �,�z — I �I �1�14�Imlnl ---A-- a_ 1,Ir, ,�I M,'7 � 4 1 D. � - . . 3 1-1.11 a, rl;.V_,,,.,A.�,L-li. V `73'. F z n' -I `,. 1 ), 7 , "I � - a; 11�.,.".,T"" - - -1 � - - . a -'e., � ' . . 1� " � 4 I . .5', --,K� U`u:;e1_: ,11f�l , . - o. 1�11 7, T 7, I IW � I 4_1.� ,i , III. N / espz�� M DPAIL ," _ . i':v,d;t. . 4W *."111- �_ 1 51� ftwffq?��- .. -I . 11;.i11V11_11 - , - � A�7� =; - , I 1-11-11 t '2,1.....�� I I - I .,.I..:,-:, - ..."-, - it; ME z INS TALLAIDN DETAILS FOR " SERIES 2000 E-Z HANG STORM PANEL'1_f,-, INTO � POURED CONCRETE.SONCRETE BLOCK AND WQQD STRUCTURES I I . ! i I -STING PlILY'Lo t I ; 7 I I I C C P"If 114I co.cErIlf OLOCN . . -_% _X� �1 � I i REWIR111 , . 2- n' - I . i I I I !- t � I - Z_. - -I-- - J --E� HEAR - W�Io_� ,�EAo At r : - . I III-- - ,ow -EK . I A.1-10, 0 12' C C � SCPV. I,' � , - - - FoGt � 1i . , . I : __ �_. _ TROD, I- : . 0?,. 1 i - I ;�M' ',5 : , _F I r I Z I ;I_ .. - 44 I q � �� 4 � 11. I �cl I r D , - I Z I l U',, 1 . - ! i I/ .i- I : . � - , � I : 12"' I I , . "'IMA%� � � � : 'i. l A A ',W,% ,'.A IF - -_ , I I . 1. =0!� E , , V, I I I I I" - i ,, 1'.T �, � j - A, I ,/7 , . " FNMV� :: � , I : LIES-1. r "ItI)PI!,11.11011 - _%I-6,0 : '. ,,,n I Eitt"�Nl SIPARAT*N - ; ( i -�' "' - I WIT, H �U.NUVI POP I : RIVAI rf ,,,,c, _r To CLASS 1 -- , - PART I 11 � 0 1 r I - I (- ! -- I I .* ,r , i � I � : � , I I 0 1 . I -0, Y. � i�o- - U � o�, I I I -in LA, ! I � � I . tl'KI .E,lcT- * , - - _" I Tv , I � "AiL JIGI- * ` 7 G , � � I � - 1. I � I 1 1 P, ,- .., F I : - - I %S;EP�1lCN_f I? 10 GLASS I I ! I 1, I I i - I ,I I' - 1 N irAWfOH , j4'Z�Y_ Ri - , '� I C` , � it- ST,G I -1TL,MiBSCPF. � . I " I _�AR 5, P GLASS ; 'C i � I I 11 I , 1..._., - - , , i . I - = - - - I . - 'RE, : ,�,_-1.: Ar ; 11 : I " I ! - I �k ; , � I I 71----i : - ! - I - I I I - � I 2 �11 � I , a . � � I I J�2- . 6 ". , , - 7 ",� - , , - , i .. 1ESk_1.2L-1'��x___ A , �7, U . i I I t/2- I - U I I ��.__ . 11 .. . i ll � . l - , / , , - a 17' 1 1 � 1/4', 7�,M ANCHOR is 12' 0 C _, EA'SING 'O1LJRELT CONCRETE OFF � : � , � . - 1 7 ,AIL WXNG � I CONCRETE BLOCK I j PEA)LOOIED � WALL k4QL*MNG RIOUIRED WALL WOUNTI L . ,SECTION EZI SCALE 3/8=1' ALTERNATIVE E21W SCALE 3/8=1" � 9 I I .......p ..... ....... i I,� /�',,,% I � ,-.'i: - . - - , - %_ � - ,r, E N'� x, ..;p . FLORIDA NOTES, I NSTALLA70N ARE ONE( VALID FOR NIAX- A-S D DESKRI PRESSURE CRATING ./- 40.0 P . I ANTI 6'-O' MAX PANEL CENFIGIM. __ ANE; - Pit, F _! L at I 6 FIZ P __j 4� ,. , BUILDING COCE (Nan Nigh V0100l: y F1UlLCr* . I - - � Itil, I..'- - z : NI. 44i67 '� � 24 rA,IE GAI,ViU0ZE0 � I STEEL STORM PANEL - : * z .. = * r 11, . z I I - - z ' I , 1 !:14� , -_ � , , . ii; L� � �� S)ATE I, Lr ' ' F`�f_" "' 11LIEC0401117 , IGLOBAL PROTECTION PRODUCTS, LLC. - I , , I 11� V 2.,ne)I it ,ANR` Ti - V�_ "IN 2 FOR NEW WOO,' FRAME CONSTRUC-1,014 W" ;,. 41)PIE; -1. �1, . f7, &Ai0,z_> T-i riPi- IF EIREWE"i- C- I - - , - , VEVBERS TO 8E SOU .THERN PINE N. 2 A/ 5�ECIW "I'll" ✓"'r, V�L ,4 - �-',(,I� " " � ", ;.�.:�,_ _.=,7� , ,", . - �.� , 1. - , I � ,�_ I_,AIM, j. It.,". ,,,, .--. - -_ -Z77iWMT-!!!� 20-175 DENSITY Of 0 �,5 OR EQUAL � I I . - VAIL , - ,-------- "', .... 4�M;4) .___T____ " __ 7' , .- - 11-11 j� he --------- _ _ - .'Ll��111 ---- *�L, LiML, ", t", ,,,, ,,,,,, F11-1, � I .", iI � �, I_____________ V11mmul - - i �Ivll I W , - I MAXIMUM ALLOWABLE i�� - ALL AMERICAN SHUTTERS AND GLASS � ft,ni, � . �, — - 1, , — __ - HVH DESIGN PRESSURES: 'N _� =41 1�;. _./ � 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON z) � __ ;�, — 7-5 WTEV IN GEIIGN DESIGN NOTES: SQEDULC5 2 N 14MITH UNUMITEO POSITIFIVE AND NEGATIVE DE'SIGN PRE-551JRJE5 CALCU LATED I III, vi I ti�ekp IrCi VOR PANEL SPAN) SEP USE W"i THIS SYSTEM "LL BE DETERMINED PER 1 5 PRATE ENGINEERING IN ACCORZIANC-EWITH P't GOVERNING CODE. PRESSURE REXIRIEFIENT" AS TOP NOUINT (CONN - r`P1 DETERMINED IN ACCOROAKE V, M ASOE 7 AND OAAPTEP. P � I I SECTIONS L609 OF THE FLOMDA eklftDING �ODIE $HALL OF LESS THAN 11D.111F I I TYPE AS REQ'DI � 0 r>� I \ PPR EJUAL TO THE POS17TIVE OR NEGATIVE DESIGN OPTIONAL ,1,"1) I,11FTCH OFS JR0 CAPACIT, VALUES LISTED KERFIN FORAM' I - I DMIFS WIT WAS41LAIDD ASSEMBLY AS SHOWN I /_ IWINGNUT5,F ' NED 0 lift il 7 I , �ONIDULARS 0 KD5PALN (LSE . � . ,- APPPOPPJATE SPAN TABLE) GENERAL NOTES: I E THIS SPECIFKATI� IIA5 BEEN DESIGNED AND SMALL IIANIVICATED 115 I I . � " ACC ,, 9 0 .DROARCE WITH THE REQIRIMIELM OF THE FLORfoADVILDINGOOD1 . W - . PLAN VIEW A- KOTTNO,i (WED FOR use r-ne AMID �Tri - . 4'.2 Fort - . T, IT, . '� 10 , ,dvz , � IN I --I ;? �, .110 4 !4 i .Of, 202 AND 2" It ROTOmIS, CONTRIFT-POR Sir� INVESTIGATE ,. �8 r- - - / AND CONFORM TO ALL LCIrAL OUILL1440 CODE AMENDMENTS WHICH MAY , I I � APPLY. DMIGEN CRITERIA BEYOND AS STATED NIAtim MAY RE"t (A - l" FOITIONAL S ME- GOR FIC MAUD FINGIN EMINC, , - . 4- i IRL 1561 . 9033,1131.111CREAS�EINA�,ARU G-ME' HAS11RENUSED INTHE - V��, a - DESIGI, OF .Is SYSTEM � Ir A i � . A ) THE ARC hrTj( Tit NCANEEM Of RKORD FOR THE PRO)ECT THISPOUSERLE (D - I/ - I \ WPEPSrRUCrUAFWfrHWHt�CHT-ISDEMNZLMC-SqAA-LGF � - I FOR 'T*IUTEGFUUOFALL SUPPCqTIM*suRcKeEsTor"isoE-,miwN" II L_ IM I I I I ill 11 I / Sit AIALBECOORDINULTED BY TITIEPERM77UPSCONTRACTOk in '. . I i I , 4 SC -Alt SM-51MIRC'St�DE.WlEfl4ll%�Al�ilWILI'l,�v 1. I . I � CA DER TO DEVIATE FROM L ECTIONTO, Ca "ANS .pro > � a I Elorro HEAE111.ko"I.CYTIO. .al�.DEI%"""ALt�RhATE5FA"r�CUtAMNSA5 � . I "WZ1 I L_ I I " - EN 9. 2 .., I�PE I SAY %1'5q�UI.CEYAjaD KERCIN � _j T"] II1F,o"`.AT1Oh PO A SPECIFIC SITE. KJA .3. CON.TTIONS OPLITAI AWN E I -! 6 - REDD) I I -A 5 r is %ENCATC AND CQBS NOT PROVIDE 4 0375' THE CONDITIONS DETAILED KIEREM A LPMRSED ENGINEER OR REGISTIPMO -1 MAYEPFATV'�'_ -1 , - ��...,..-O�.-�.��l-ill.,�-�.�m..�. o ___ � 1 26 IT k-70M COLUVNCTICN, IT, THIS DOCUMENT , � fli 6, CIELTEGNPRISSUALE NOTEDWREANARERASED,irIMP.MMUM711STED ; tlN TYPICAL VERTICAL MOUNT ELEVATION Ffltsw,15 DIVIDED a, 4 1.1i WIT', FACTORS N . 7, EAULrASrr4ePsTowr -vou a PLegENOrro, \,.V AT S ELEVATION GIN WISE. FASTENERS NZ LOE i� .kf", I i -;KIll CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS FOR ALUMINUM JCTUAW SECTION 3.3 IFY 'FRI ALUMIN-LIM ASSOCIATION, k 4 TOP MOUNT INC, 4. AM APPLICABLE FEDERAL, rTATF, AND/OR LOCAL Cr DES 8 ` I � (CON F,,pe L� .e A. STORM PANELS SHALL RE IACA TrIel rRO.024* STORM PANELS SHALL CON FORM. TO A" A657 5TRFTQ7TVRAL, QUNjTY � , jSPAN ABOVE TreEl 01IOG-AlIMED CCATTRG WITH A KINTnU. PIlLPILI AM, � � AS, 'IIEqD)_\I - �Cxf�TRUC T-.ON) 10 ALL ALUMINUM IXTRUSICNSSMA."IE600�TIF ALUMINUM RUDE 3E I �� - ,FFLESS NOTED OTHERWISE. -cc �i�. _. _LS S - at ENTER( A.- - MLG " DITION3 DICTATE. PMELS MAY M MOUNTED VERTICALLY OR � F MORIZONTALLV AS APPLICABLE. :1 z fl - TD-GIA 12 CONCRIETSANCITOPSNOTED HEREIN SHALL" ERIMEbOEOM I I it j I,- ' 7DP` ; .R T 9 Ir .-�", AND -CRACIMAD CONCRETE ONLY IkST*I.LAL_ C041CRIFTEAROTICALS PER . ir � MAMUF`*7T1LAERS, RECOMMENDATIONS . 13, THE CONTRACTOR IS RiESPOPEII&LIF T �1 41"UD.Tif OR PROTECT ALL . - I __ - - C.`,RtLCTI`_ , NINA JiWM DISSIMILAR MATEALL"TO PAPANTELECTILDLYSIS. 1110 � � ) � - - ILI IN 14, ENGINEER M AFFIXED "ERE 7D VALIDATES STRUCTURAL Dr='AF .4 � �i H , �,� A' VARI) I ; is A SHOWN ONLY USE OF THES SPE,71FICATION BY COPETRACTOR. el. A INGE MITIFIS 6 SAVVS HARMLESS InGS INCIIIIINIA FOR A.A. CCITT 1% . I . i 25 L , a ' INCLUDING LWALFFE6 SAPPEI.L.Alf FEES RESULTING FROM MATERIAL �4 V THAT . 7 � 6 2! _� -C,P YOU An FABRICATION, SYSTEM RECTIONIACOR CONSTRUCTION PRACTICES BEYOND Y I , N .-K. . ED FOR 4 -.1, SITAI, . FUDERAL WOcO 0 PAIDH I'dilo I tDOMM TYPE I .VVIDR-ris OF IS AI . , .. . � I AS RP7DF A exce"AsevItewpko MEIN NO Aborrmh_ - I � OR, , E - , . aRTIFICAknOItS CA AFF"ATI OVIDEADW MNoOD If ; L J � I � I I I � ,, I E If AILTIVRATIONS ADDITIONS OR �Elv "'ILONGS To _M P:�--� I A" NOT PERMITTED AND V VALIDATE TlIIS 01,11PICATION r-I a a I t 507'MM MOUNT ( _/ ."Lior I rii EVERY SHALL be PEAMAN INTLY LAWLED WITH A MINIMUM Par (1) Lot EL CDAM CIPAN M " Pot, 3.0 Fee? CONINIRNING THE FOLLIDAY1, G TAPPORMATtOrl' ll REqID) AILLA EiUCANINUTIFERSAMEDGLA96 a I GOSTRUC�TION) WEST PALM MACH, F1 I I .. � PANELS 111Y BE NOTIH K. STITCH IAS ZO), rAS 2041 IL TAB 20) 1 1 - EO -5 WIRE �,. F,0430� WCOIX T APPROVAL I �N� PACNICCUTITIATOONNEC7WAM AND ' BOLTS WITH INA5MEALE1110 ___ Lul-ul- ANCHOPS ARE USED W14101 SATISFYWIFIP� FASTENED 0 20-31543 P SPARS ABOVE 6 MI OIN C05791KI I WEB SOMIDSPANIUSE - - _ APPROPRIATE SPAN TABLE) VISIT ECALWON31643 r.1:Fe =1 : VERTICAL MOUNT ELEVATION 1 I,11`11'1-"11�-1-1 _I.'-. _ 2�NOTCHED PANELS11 I leaf - I ra MqN j N.T.S.N,7 S. ELEVATION -AL-FLAHA _.- I M0` ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: �:,AUf `4 , _�E PANELS M N , � ill-, ,NINt .E*%F 11 L.L IA.I.'..I.r� MAIVWIJ. U � �VN , , , OWA riL I i LUSI� .._.T*,-. N1l.1ir1lI'0IiN " ,, NP 'FAN IL, J. T,lei z 46OVIGIM 1'... A, .W", I 1,11, DE ji'4� � " 10 L , - IL 1r ,I'. " I.1� I I In I-, , b , : 11, " .,' 40 R >10 11 11 1 6- " [I nil. 'II - I 11 LIT � � I- I Ile ,,, r� :1 , ,,, I'IfT I - .r. . P, ,, ,I . , 198., C I- ., .-I , I ,Ie j, I 1, A, 6 1 , , :, .1 ,/ -, I ?; L I - I - . - _ I __ - - - - . )FAIN 5)�_NtLJIIJI_t NLJ I Lb: I EN EP SPAN SCHIT-1,L5 e.!Tm NEGATIVE CIE SIGN WAD 6 PaErft fASTENFP SPACING T�) � DE ?ER"i" MAX 1"" 4-01VASU SITOPM PANEL SPAN SL.HfDVLF IS ACCLIPIADJE POP L^RA Wt- 1`05ITIVf LOADS LESS THAN 00 FIA1 L TO NEI�Al IE LIE,SjQ11 LOADS 2 PANEL FArENEPS' ARE 5rLL[1P USEC ILI C ri OJUW. Ti POIN I-, WTTILL 'CUNV.1�. PATPL,5TOAR , .1. T1 ACK, STUD0FD XNSLE. ETC } IJSP 6 ,5- C, Q PANfl fASTIfNEP '-ACINILF TLSLE 4ALUES FDR ALL '"'. AND "U- -HEADERS IN(LIJOING BUILD )VT C01"'T `O?45�1 1 LINEAR INrERP(XAI1(,TN bETAISEN I I)ACTB [' I 6CCEIPIASL�. CrTiEk"JSE WA NEM HfG14PR LC�AG __ .---------. _______. GLASS SEPARATION NOTES: � , $L ENTER smHR_U, Ali-'IR`_MVt DtS!I,N LC�40 10-7 U, F�MINE ,Nl.,UM ALLOOdAELE SE;AaAI noiti tROM THLE E'EMALG 'C� BE P _ WClr_C IF D 2 SCHEDULE IS REQUfREU POP USP Y. 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Ill :N�Tr -,.W,I'. 1�,<,'Ijt&"', ,,�j,Jjj",7,L"E', . 5. _1JLLC_1LIn.V'PC�,� :pU1.ILFLLSM,L.S,NFX1M fCAI1MQK1 _ ;,A�r_,"',�,"rLrIl", I -I- 4 .1 CIO a- �'r ,-V.-,,m7,m,^,-�r-AL'�'T.�rULrc,,:,eyrEnT?414',�w ASC�'r�IL,!.rs��"' ll LI , � 91P, _. '- ' ' -L � - `Ak�Ii�AM tr' S: (T -E kS ') I .2 Ur 11 A, �� Z 1%, N. "I" S S,,-�, �� ""' � t ` I ` I 4" L'* `�` P" ' I I' - i I I _Lq�.- - - AN',�_OAI�t:,L,�;' lm�XIII,III A t ii 0 a) I , Ai,-' E 7E A'#`.,-�kS 1,_',",'�.' ,-',If IN -AL,_ P 1� Z NILE DfEL T�, LN --A�,'_J��.r C�, ll-PP7. :.'NO is I 0 Cn 9 ,HE U -X�51',-� S ""_ - "' '� "" "' M 1K, [I� IINT� C'0&01110� ?V." :ARY PTELU 1, 6 I 1 -6 I /�� 71W 'A�;'FNF�l 1RiE:N-0AX,W7F A`�'XID FPAII;v 4E-&FkS, NC;-PL.'-A0C1) I kSTMFN�; ji, - - _' A�:Tj:;��_LLA_F �'M" "�� ' tl� G � :1,. E:r'E ! CU 7 � ill V�,'�>:�: , , - .. T I. 'It',' IN I 0 tot IE4 -�N>0-_5 l*yr N ,r,_L �_;Lp,�Lq, ,�� I ' ` 1 4, 7 -A.. I,[ .C,:, -It _%_'r, , � -L "' '-' L ,;A�;Nc, r , N F. St 1 -A , _ _ .i )KRA . � IT , LI - , A - ,/ X� I IR I I __ , -N.! ,'�X 'bT.., � , A , "� --:�r�:57A' 1R ""F";LG1 � L 1 !=5 MCC F,I M A 'I I !i 'I.Nlli7� Al 1,11"11% I I " L. - _11.1'i" Ll�xl�,.L �,. a' ':-,'. -E.IJ, ;!FiF ,1_.1 -, OR .-44"E � � a -,��.'7,f�-il"��.,.�,4�.,frA,."C;-r"ir,z 11 C; A, 5 i H ! � 1rM'11-U IW�10;6 4j,E I)EIrk, i I -it,r14'F. A,L� P�Xhj &�YJC SET S ��& a�SLE;1`1�� ! � I mt_ 1 N14.'�m--A�F-.-,E,7 Va .1? I - .:�HE� I 1 _ - �V 'Rt:�.% 41�� -0 IV�F_%� _t,L, �E:Lt_. L "'; t, N,, cf,4mF4wmxwo UTI r , � _, , - - -- ?i INEW �Wlit i-_, R I-Y TAV � P--iES � . L� - GT.-r. eIA�L F'?'7.-.;--, 20-31S43 = M �4 m E�ZIS :,F_ A`1_-OP =1PJDIFt`A!i, yil:D1 4P-: ',C', AC[ F�-1E!LE'J;SS grAWL -71 - I � T cl� , - _iN( .. - - - - I ,�"L) , r,� �RF�AZ E_ , ": . , ,I L. P �; " - C-,Dk A�-E� J �S-, 7_0 �.. - 'It- - CC I- " .,; - 1EIF -I- r - ,�_ � < - z 5 z f,_�7':t , 11l7) < _j 0- ' SHEET NO. I SH 1.5 - FOLD UP WEATHER RESISTIVE BARRIER & NEATHI R RESISTIVE: TEMPORARILY SECURE BARRIER p®®�Y -- JNDi}W UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 'f 0.3 in: 12.0 in R703.1 General F xter for :v�alls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall Chi j C- U BARRI€R WCOD FRAME CONSTR. ILI ExTERtoR (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. qD Q SELF -ADHERED FLASHIN 4" 1" BEAD OF CONSTR, SHEATHING BY LAPPING DOWN ,r ADHESIVE TO BE APPLIED UNDER C�SELF-ADHERED FLASHING Qip OVER RIM JorsI AND UP THRESHOLD OF DOOR AND c �h pWALL BY B IN. f RI TURN uP JAMB s~. List LroLiID EXTERIOR R703.1.1 Water resistance e exterior Jvall envelo e s fall be desi ned and constructed in a manner than revents the accumulation of water .0 CU P NAIL BRAND Utz EQUAL VVEAI HLk within the wali asserTrkrly b providing a water-resistant barrier behind the exterior cladding as required by Sect►on R703.2 and a means of -+-0 � 2 PROOF CAULKING CEMT. FIN. �° () .�✓ Ali �� •. dralning to tht, ex.lior .eater that lc.,rretrates the exterior cladding. C CCf REFS SITIVE SELF -ADHERED FLASHING BUILDING PAPER p3 BARRIER SEAL TOPS of JOISTS /` WIRE LATH R703.2 Watei Tes ,-,ivc„ barreer. C)ne Oyer of No 15 asphalt felt„ free from holes and breaks„ complying with ASTM D226 for Type 1 felt or other C © •C N UNDER DECKING: • - -. I 0 0 SUBFLooR approved war r sistl.lc k airier shah be applied over studs or sheathing of all exterior wails No. 15 asphalt felt shall be applied horizontally, C (SEE DETAIL wPo7a �, , SELF -ADHERED FLASHING _ram with the upper la, er Iapperd over the lo�4.,.fer layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other � 0 � � ca approved mate'nais shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions_ The No.15 asphalt W ni O > HEAD FLASHING TIE-IN INSTRUX i I©NS: `` felt or other approved viAter-resistrve barrier material shall be continuous to the to of walls and "- _0 p RIM JOIST p terminated at penetrations and budding O CL3 Q 1. cut, told up ri temporarily secure weather appendages 1 a r,,i; n vet to meet tho requirements of the exterior wall envelope as described in Section R�703. i � I� p `'' THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for ,, CU y T T SHOW GENERAL FLASHING flashing installation i under r C) MEAN O S O GE S 2. sett adhered flashing plus head flashing and 1 11 R703.7.3 War} r' i S} is?r . t: carriers `,,V te, -resistive barriers shall tie installed as required in Section R703 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier sheathing, sh.� {_'ll,ri} t3 ,;:-,ater-rt ,istive eLtpor-l�errneal�le barrier with a performance at least equivalent try two layers of Grade D paper. The 1 Fold weather resistive barrier back over head ; BE USED. flashing and seal with tape 2 individual lays Is shiall be instal��6d ;ndependently such that each layer provides a separate continuous plane anc any flashing (installed in accordance vv 6tl I r. ,.?it.::>r R 7 0 .4 ienc ed to drain to 'he water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILLY POTSHELF/ CHIMNEY SHOULDER p Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WP 0 1 EXTERIOR DcJC)R WITH ©DECKHSECTION A Y Y V V Y P03 Exception: IJ°here ;tie ��•�„c.�ter,resi=_=five barrier that is applied over woad -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to of gre=.ater than that f 60-minute Grade D paper and is Separated from the Stucco by an intervening, substawma ,,, nonv.,ater-absorbsng layer or designed drainage space, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT C��2r�R rl-��nTl-+trap -' •-- RUBBERIZED 4%1~ BEAD OF CONSTR- NEEDED IN CORNERS ADHESIVE Ex1 ERIOR SHEATHING INSTALL Slcrr`-nUH€RED ASPHALT ADHESIVE , i ` �� ADHESIVE TO BE APPLIED UNDER FLASHINGJAMB&HEAL) THROUGH SELF -ADHERED R703.4 FIBShIl�c1 Approved metal flashing, vinyl flashing, self adhered membranes and rrrechanically attached fiex,ible flashing Shall be applied PLASTER CEMENT - THRESHOLD OF DOOR AND RETURN FLASHING, BEE FLASHING SELF -ADHERED FLASHING PLASTER FLANGED WINDOW shingle -fashion or rrT accordance with the manufacturer._ Instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes uPJAMB s~. USE LIQUID NAIL BRANr (SEE DETAIL WPo1i used as flashing) shall be applied in accordance with the manufacturer's instructions All flashing shall be applied in a manner to prevent the 12 MIL DRYLOK CMU - MASONRY BLOCK , OR EQUAL WEATHER PROOF CAULKING rat "°' pp EXTREME REFER TO TECHNICAL `' SCORED entry of water :nto the :•>c�ll cavity or penetration of water to the building Structural framing Components. LETTER ON CHEMICAL « , « RELEASE RAPER WINDOW ooMPATiBILrrY « « Self -adhered I-nembranes used as flashing shall comply with AAMA 711, All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING « « `--. (BEFOREFO DING, SCORE the building r a, : � ith a sealant complying °In with AAMA 00 or ASTILI CO20 Class 2L5 Grade NS or greater for proper oint expansion an ��- SELFADHieRE€7 FLASHING. g p y g g P p J p d 4) SEALANT JOINT '' - . #.. 1) SEALANT AT .. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE - ) VMNDOWBUCKTo • -�� ADHESII+EASSHCWN) contraction, AS l f." 1281, AAf}1A 31 . or other' approved standard as appropriate for the type of sealant. Maid -applied membranes used as OUTSIDE EDGE OF ' .. VERTIGALLv FROM ... MASONRY ; BOTTOMi F flashing in exterior =:ails shall core; ly with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved fleshings WINNOW BUCK .'.. ._:Y..`✓�.:'��`;.�,'.,... � .,:�.: ;�� T�iRESHtxC� 2) SEALANT JOINT :� ° ; :` installed a. t3 following oC ions- s) SEALANT FRoM shall b sta e ea. :.. WINDOW BUCK • s e in t t I t . , :'.. •�' 4 INSIDE EDGE OF WINDOW FRAME • r S" ... « ACROSS WINDOW BUCK ., •, ' s. : ': ��". _... . �.- « SECTION -A tSEE, DETAIL WPfl2}®. \ AND EXTEND TO r • . 1.1.Extenor window and door opening;.. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME' MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the .aater-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flash'ings PER CODE O /' 2 shall comply with AAMA 7`12. Flashing at exterior window and door openings shall be installed in accordance with one or more of the B) AD BRIDGE1a�LANT REQUIREMENTS • ° BEAD BRIDGING « folloa�'rng: pp CLADDING AND WINDOW � -` FRAME WINDOW FRAM T « SELF-ADI{ERED FLASHING manufacturer's installation and flashing instructions, or for lications not addressed in the fenestration W WINDOW DOW E NAILING FLANGE a 4 1 manufc CtUrer s intsti uctions. in accordance instructions or details are WINDOW BUCK ALL THE WAY � � � -`� 1 � rvrth the dashing manufacturer's Instructions. Where gashing AROUND. INCLUDING SILL, L., /�' not pi cavide �I, pan flasl-img shall be Installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 SEAL TOPS OF JOISTS �_ '` 6 slopip cd in such a mariner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER OM NAILING 8 UNDERS° 7) 7 drainage )penrnc s icing pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or rnethod of a registered design professional. 1.3 1.3. In accor,,,Ianc,e vith other rapproved rnethods SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING /► /p �j,/� SELF -ADHERED FLASHING /� / [� j'j SELF -ADHERED FLASHING HALF ROUND WINDOW Y V r" V"f' EXTERIOR DOOR WITH DECK Y V � 1�,J INSIDE CORNER �� 1.4 In a;:r oidance .pith Fr IXAAMA 100_ FF<1A� AAf0A 200, FMA/WDMA 250, FMA/AAI`vr1A/ WDMA 300 or 'FMA,rAAMA•MIDMA 400. FENESTRATION INSTALLATION AND INTERFACE 2. 2,At the intersection of �'i�Iiwneys or other masonry construction with frame or stucco walls, with projecting lips on bath sides under stucco copings Ground 3.3.Under an at the ends of � asonry, wwocrzl o: n-.etal copings and sills. SEP 0 8 2022 11 4.4.Continuously above rail projecting wood trim SHEATHING -`` 5++. g5.Where exterior porches, decks or stairs attacli to a wall or floor assembly of wood -frame construction , "F'r 1 6,13 At `,v'Oli and roof intersections- VIRTUAL P.FVjc J ASSIST -. -� '�-..a. Virtual r��vie°,� , �� - _ M� iE;• Water Resistant Barrier 7.7.At bLi14-In gLi,ters. Plans Re--v e ()iT1jJi fed ai1CI c '� IGV ii _>JAMB, SILL AND HEAD DETAIL Lath or mpliance with e 2020 FB 7t APPROVEDAPPROVED �T II G SELF -ADHERED FLAEiHrNG � � �-� Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERA Edit n by Debra An a Klahr PX230 STRUCTALATH TWIN TRACK 2,5 �� Stucco - - 4 FLASHING AND WATERPROOFING METHODS TO BE USED. 314" CEMENT PLASTER ° 12 MIL (min) DRYLOK EXTREME y APPROVED FLASHING TAPE DOUBLE 3 2 "� ' = • C/` JOIST SEALANT SOCKET WITH i TOOLED APPROVED SEALANT .. <. . ., ° _---- ! � r.; erTar3rtt Plaster SINGLE WOOD BEAM . Furarlrlarivrl wail. � It) lw_r'I:tird,Irice with _..__. _ ___. P8" Cement Plaster JOIST / BELOW t SELF -ADHERED FLASHING A v S iMt,tJ26 in accordance with SELF -ADHERED FLASHING ° ° AS f M i r' Cg26 elt backed rTaetal M� 1„ a s 3" MiN--'`{ � � �,' �. r . � Irltl-ip Ir accordance �`- �' ,� belt backed metal SELF -ADHERED -- SELF -ADHERED wltti A t MC106* - lathe in accordance FLASHING FLASHING '/' ' hr.N , 2'j _... - with ASTMC1063 "M°Sr' �IiIICJI[l(] �Rtier , . / r + a: q Building Paper 7/16'-- _- sheathing �S.l, WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING __ _ s-.. BECK JOIST OUTSIDE CORNER � 1, _ Mete i, ,tea, ,:'' sheathing . SCS 06_02 WINDOW FIN INTERFACE TH WP07 WP08 � EXTRUDED SHOULDER FOUNDATION WEEP SCREED WP09� t� = - (F F � • ••�' Flashing r -_ -- wCO;) i:�rCOd SELF -ADHERED FLASHINGCU _ Installers ,As Per- -4 2x FR.'�MEWALL M�anitfaclt. Specs . STRIP of SAF LEGEND iv1�iurt�arri �itam ede or similar = p TILE FINISH ADHERED FLASHING (SAF) -c.- G Botts? v of to -, c.�auk bottom PRODUCTS DETAILS -, SELF - °- I. DRAINAGE PLANE wRl3 DRAINAGE PLANE (DP) WEATHER RESISTANT t r BARRIER (WRB)_ iVeelt ;creed joint o}ply BOND BREAK WEATHER RESISTANT BARRIER--�� - 1 1 ;2" to 2" ,'` '! __ - -- r WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO " U) BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Sc `eed PLASTER ACCESSORY wit eal:hing Installed AS Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) e_0 _ sl= LATH vt�emATHir�c. °ose°, I�LYcaI�D. DI=NGeLAS,, .�.� r�. -- ... Fvldrruiar.;t Spec ICU 1'-4" PER PLAN z 1 �• _ i ..' ' �wr�i� *�" - WRAP DP WRB ONTO - , ; Detail Instructions 1'-0" PER PLAN � � � _ THE VERTICAL I T 1%" Cf?r7iCr1tit1oU5 Refer to the number marked as # in each detail that corresponds to the SURFACE To TOP of Cement I I ,t l Decorative Finish � � numbered items in the list of instructions below: 'FLANGE1 1 ITR S AN AIR in accOrdf l,' I J with ASl t 1 J ■ over woc.;t : to !.'�' __ _ _... Ali inside and 1. Install self -adhered flashing in order as shown b numbers SLOPE t .Y`��t� 9 y 8 CMU __ -r s 1- INCH FLANGE floor I �i ' ,�'> - r«.., outside comer will 2. Install flashing and weather resistive barrier to farm water shedding " ___ 4 ,., need to be miter 4"OR8"CMU _ laps ° cL:t arid caulked II '�••"' r .� •.v ca d a U (PER SEAT DEPTH) '� I . l butt joints need to 3. Self -adhered flashing can be substituted for building paper _ _ .. �" L=�'"`.�/'`� � STRUCTURAL FRAMING J `_ I [ ''»'. ;1 �`.' beculked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT cr_� - f'�', - 11 +� +� STRUCTURAL SHEA-.THING i ., Starripede Or sim. embedded in the adhesive layer) -for ease of installation and to ;. , .. w PLASTER STOP THIS GAP IS A RESULT OF �i I . y ) oc I [ caulk for all minimize scoring cuts a d NATURAL SHRINKAGE. STRIP of SAF DO 5. Remove all release paper r standard installation instructions and - NOT EAT. J [� p pe Imo' r `� ._____ . ccaNTlNuovS BA __..uu - - -- DRAINAGE PLANE WRB adhere to Substrate using a SgUafe piece of flashing material (6" x 6" �_� ROD 8 SEALANT ..- DRIP SCREED PLASTIC ` '. ua ACCESSORY I BOND BREAK WRB .J _ - rh Minimum) SLOPED I'viUD BED -- t>w F VJ 6. Fold as shown by arrows - 4 r SF LATH WCIO 7. Angle of comer may vary, adjust folding of the flashing accordingly to 4� _ _ _- _ _____ ______ �� _ 1 fit tight to corner 'VINYL SHOWER PAN _ «: a � g . a ® 1 8. Mechanical) fasten as necessary Nate: y SLOP e building paper and metal lath must be w Th « f -PLASTER STOP l Ia 4t rIt ' r ., installed over the top of the weep screed. • - 1: !' «'. �' • r_.oNTrniuolas BACKER Rn[, p1 over bicic:k Z �,.. z 4 As SEALANT 1 �,t fl, cr 1 J CEMENTITIOUS FINISH11 :. `' ^ J �, Q ly SHEET N SHOWER SEAT WP1 1 WP10�...._ SCREED DETAIL SCALE NOT TO',SCALF