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HomeMy WebLinkAbout36495 Smithfield LnABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: I ❑A = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <----ELEV NUMBER 44 A15 SHEET NUMBER r---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 Ej CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A-6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 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. L E N NARw LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 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 SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING FETAILS NEUE WED MAR 10 2023 AR 0 4 2023 'Nj Virtual Review Assist. Inc. r Plans Review completed and approved !er compliance with the 2020 FBC 7th Edition by Oehra 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. nN N Ln >' E W L pM� u v � M } to V O u a aiE Oo u "' �.— } O LLo O Q —i •nNn,, U °'u W QN V L 0 E� m 7W a V O uj uj W O H W F < _j 0 � zz� Y W Q Z W fy J�O���LLUOL�0 0 Q cyu�woZocroomZZ�U 5 CnWILW(4W W W(n�xQ�}J (�-j0a>zY0zZLL0 W 0Era CA Z ¢o�0g��-�YZ Q�Q OQ o =O oQQ _ � LL J >0 O zN \ (n O Q Lq u) LL 11,11-1 W LO I— cr- p. M Q >- Q 00 Z U �— Z W O mi It INK O Q r O O O N N N N O Z 0 Wo 0 o N c) Z� zz QW W z U woo UU(n Z)zj ow— Z aka CD F- w Q CnitW ZOo W a- M�� Q C.a gW& W W z az Z �z Q _J M o! Q CS z w J O N O LAST PLOT DATE November 28, 2022 COVER SHEET - I -.. .!_ A, 1 1'.I .I 1 I 11 ELEV 2 ►U_ U� H boo 0 O v 0 v 0 N N in N� F.z 0 v 0 ;4_ z� 60 a�:: ELEV (-) 3-1 /2" 4'-0" 1 I. 21-411 1 1: 1--7- 5'-4" T, 4'-4" 15 30'-0" 3'-9" I. T-10" 1. 2'-5" L 4'-0" F] a -iI �� I �I II I B 2 M I ii I B I a s3 I I a I I II I I II I I I I W d > ❑ I II I § �Z - °6 S No 'To 14 I i i ~ 0 � D Z E� C.J. _ ----------- I 1T---- Z— --N m-N �— I it tiQ - II n- SII I I Y I I I I z11 v Nei W 11 d I W I -� ❑ r-i I 13 I I ii ii I II II I I I I I I I I u l D1O ❑ I II II II II II °o° 0. 1--------- JL-----------� ------ ❑ I u -- - --- _- - -� ------ ---------- 2'-2 3/8" — C.J. I li I PLUMB. ------------ rrt --rr— rr ——2'-6"—--6-31/4"- T-3 3/8" SINK / ELEC CONDUIT ELEC. CONDUIT I LAV LAV I�J I I I I ❑ J 4 1 _ I_ _ _ Q 6 Jli-- ____ ________ t� � I 9'-2" � ii I 14 E)- -REF.--- - - _T----------L---------- C.J -- `1--- �J - I I II II II II 20'-6" Br-L - ------_____ --- I I I TUB �1211 I 17'-7" I I II II W/C 14'-10" I , FT !III LAV II I I II II I J ° II II I------- `__- -- - '- - --- 1 - -- _ --Tr - - -- ------------ ----- m----------- I 2EIw K li S3 CS u 13 4'-8 1/2" S3 LWASHER II ELEV I 1 I = L.L 13 1 B co T-5" I 1 I _ I Mr_ -JI d' [� E] 13 13 14 m I d A N I 1'-8" 3'_0" 1'-4" 4'-8" 6-0" BVr I B Iv 14 B 3 I a L 0 -1 �J 1'-8" 10'-8" 30'-0" FOUNDATION PLAN (ELEV A 1 /411 = 1 r—Orr 16'-0" 19'-4" 1'-8" CIE■ ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 v O �r 0 0 v 0 -v 0 co 0 0 0 M N 0 v 0 v 0 It FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL © = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE Q SINK - KITCHEN 6O REF WASHER 8D W/H 99 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 142" 15 x 42" A/C CONCRETE PAD Q FOOTING LEGEND TAG TYPE SIZE REINFORCING 0THICKEN EDGE 8" x 8" DP (1) #5 CONT. BB MONO FTG 16" x 20" DP (2) #5s CONT. Q PAD 24" SQ x 16" DP F#5s 6" O.C. EA. WAY MAR 0 4 2023 w � Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Mehra Anne Klahr PX2300 N N 0 . N 00 +.' co LO (` 0 , Z W = =ram- O W 0 z Q Ln O LO - W 'i `O U COc v 4— rt_ D U ao per, C E -O .0 MM Cj O IL o �= .^V) U 0�it w QN W c L coO E�2 .9) Oh O cCL o1 C/ W 0 w 0 LI '6 1. W Q lo- � �Q�~zo Z �0�JQO`t�¢LLU0LL_j0 Q Q 0 <Cy _jW LL�Z��p~Q¢ c WH0z0y0omZz �OC'�OW zYOZzLL'-p¢O�a L) 0 Z Q�Q0WQ WizoWUpa � M Q LL O W F-Y z� O CK 0 � p Q Q WQ O F-aW a 0 0 Z N O� 0 C]HMo Q (M � � cn ILL � F- W 0- M 00 Z C) Z �j LU Wo J o I I I I o N O O N O N O N O O �2 O N 11 1 O - O 1 O N� wo o N o M ! m1 0- W O ZZZ 0) O W WOO �Zj Lo owo Z a=a 0 m~w (7 rl 0 ZO= W�� co ■ 00 O ZWO O V Z az �z J OU MMO W o= z Z w W J O 04 LAST PLOT DATE N O • November 28, 2022 Z -4--' O MONOLITHIC —I FOUNDATION PLAN A . I 1 I II _ _ __ 1111 I 1 I _ 1 1 . L L — _ 1 ! _! ! _ - - - 1 - -- - —_. 1 1_-_-_ _. I 11 11 _1 .1 1 ___1 1 ' 1- L - I _i --H _ - _ __I --.r- _- -! I S3 O co 0 N 10 v ao bo M Cl) 10101104 11'-81, 1 5068 SGD H.B. \ bo -j 00 U � J \ N \ `" \ N 00 \ o \ / N F \ y/A 11 '-7" SH 25 HD AT 6'-8" EGRESS OWNER'S SUITE 15'-8" X 11'-11" 8'-0" CLG 12'-7 5/8" Ll 6'-3" T-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. Z�1 2868 CLG I 12" DP O. BATH (5) SH ih 8'-0" CLG - W.I.0 TP `� N iv 8'-0" CLG I Cl) U) 36" x 60" TB SHOWER PAN rn b� Of I DRAIN °° M DINING I v SHW HD M EO 10'-0" X 12'-6" I N ZD & VALVE X Q VAULTED _ - N O e 1 o p o N R&S cc N u- m CIL M 0U I I 7'-3 1/2" 4'-2 5/8" N N CPT. I u- L cn m M I 0 I Co u� o zo BEDROOM #3 0 KITCHEN I z I N 11'-11, X 10'-11, 12'-6" X 13'-6" i I N _ 8'-0" CLG VAULTED_* z wo co© C9 O cv 2.5/12 I cn U z Op °° m N W VAULT. ---- r2 Q w CLG Y oo w DW 2'-3 1 /2" ``' 11'-6 1 /8" _ ' r'---- ---- ____= 4'-6" 2'-0"2668 "H126687 4'-5 1/4" T-11 1/2" o0 T-9 3/8 10'-3 1 /8" � W 8'-0" CLG (h N W T Q of REF �6�� 0 w ' CV o N BEDROOM #2 - _ 211 DP (5 m - - --- TP N I _ FTB 0 BATH #2 I C �0 ' 2-9 1/2" " T-2 3/4 8'-0" CLG U I 00 co 6cq 06 (�O o0 Co 1 r T N M O o p e 2.5/12 / INSULATED VAULT- CLG = o WALL I I OW/H a / 20 MIN. L---- � co RATED DOOR W/ AHU PLATFORM F LAUNDY WEATHER 22-1/2" x 54" PROTECTIVE FOYER 8'-0" CLG STRIP ATTIC ACCESS BOLLARD 4'-4" X 12'-8" \ K S3 VAULTED SHELVES IN 1� LAUNDRY AT 60" A.F.F. T 00 DRYER o VENT o I ' M D W HANSEN o �', 3-1/2" BOX � 1 -0 I 31_81 1 4' PADDED TWO CAR GARAGE o _ FRAME WALL 8'-0" CLG 12x12 CMU PORCH SH 1/2 33 COLUMN VAULTED CL I HD AT6'-8" ____ ____________ I LINE OF GARAGE IN I '-0' 3'-8" 2'-0" 4'-0" I OPEN POSITION 4'-8" 6'-0" I I I I o I I I I I I I 16070 I H.B. 1'-8" 10'-8" FLOOR PLAN (ELEVA 1 /411 = 1 1-011 30'-0" 16'-0" 19'-4" 1'-8" ti N 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. 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.)* = 42" A.F.F. OR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T_P_ WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB S = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 0 4 2023 I Virtual Review Assist, Inc. / Plans Review completed and approved for compliance with the 2020 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 D 30.0 -33.9 30.0 11 N N O N 00 N U) 00 00 __. 0 G s' 0 z a > 0 N 0 W M 00 - -0 0- (� W - C -- = M o 2 S .N W it iQN o F� m CL ow (6 OE W�- W J W2,0 �U-o Q( IY F- Q QoX �rmU000 J� 5oaz�-oz�°aJQ- Ocn'a OoomoomZ z U 000 Zo> LL0 -in-zYOzW0 a LL WOrZ 022W< D E,a z W a o F- O O Z W OF- U) 5 ti z (V) O <U)—.1 U) LL z < W < U? F—WaM 00 Z U F- WZ JC:) O 1 I 1 I I 1 I 1 I € 1 I 1 I I o N o (V N 00 C N � N M N � O o� 0 _ O o i O N ^ , �:♦ w > o .- 04 N o ri A 1 I I co zZ U0- Qz C)w -� 0 W C)U0� c00 0 0 0Zj Oro -0 Q O Z F- a —a wQ rl ZO= CDW �o 0 0 zrro Q U gzLL LL z U)z U) U < 0 0 z z z W 04 �� o N O LAST PLOT DATE November 28, 2022 Z 0 J FLOOR PLAN A 1 11 11 I II 111 I 1 J— I Ill_ 1 . I - 1-1 1 _1_ ._ -. _ — I !. 1 1 _ I C 1 ROOF FRAMING PLAN (ELEV A.' 1 /411 = 1'-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY_ FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL 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/ MTS15'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 "VK" 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 PRIOF 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)) PRICR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRI 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 MAR 0 4 2023 ° SHINGLE ROOF Virtual Review Assist, Inc. Plans Review completed and approved for compliance with thelPX2300 2020 Edition HEEL= 4-1/16" y Debra PLUMB CUT ,,�--,� REFER TO ENG. PACK FOR CONNECTION 12" 12 5.9 F 112 01— 2X4 LABELED END MARK —11 CJ3 �� HANGER CHART- 9 CJ1 co 4 = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) TYPICAL F SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 U') GJ1 Cl) U U V-0 5/16" 12'-0" I. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING Total Truss Quantity = 75. ATTENTION! iri DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60' pan \ Spreader Bar 60 degrees Y or less 2!3 to l/2 Ta line I span approx. Tl T. line span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 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 FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE (SHOWN ON ENGINEERING. WALL KEY Z LOAD# DESCRIPTION INIT. DATE R/01 Created from BID B312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS inin rm.Kitchen. o er & t 12/21/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 CARPENTER � CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC OTC: LOT : BLOCK: DESIGNER PAGE HAB DATE �I O8 O6 2O15 1 LANy SCALE N321593R 1 4 "=1' N N 0 N 00 N In 0 to 11 Y a� r W t y�t `t 4.ya O yy,1j W �j z Q V) N LO — C W >` �O U co 1n V) -i V -0 % - � E U8 ° o� a� •l/�I�`/ /' LLI A C �✓ sr. 0 E 2' .� 00 0. W U W q W vi tlJ O 1— Iw-a T¢�°z0 z w:�_aoa�Q��00 0 Q Q V°oQz��°ZM°o~aa lYOz0FE00mZz III W 0 U) O O Z JOa�zYOZZ"OOw°xd i - < l— � W E3 Q0 < ow IY Q z O 0 OFQ2' OLL Q LL Z N ®F_ L =) r-- M z O Q w M r- 0- W 14- 2 � ti z < W F— W Q. co zv� W W _j0 J 1 , I O C-4 O N N CIO N O N O N CD o _M z o ' O LO wo° N Q M 00 QZ w a Cy) 0U goo wvU5 _W 0 DZj pW0 or, r' Q C) F- W a L = m=w r—II Z o 0 w <� 0 . . 00 0 z0fo O Q U LL gZLL Z aZ Z OU p m z z W W J 0 o N LAST PLOT DATE • November 28, 2022 O J ROOF FRAMING PLANS A a J. I I I it: -a 1 "i 11 1, 11 LL— I— I ROOF PLAN (ELEVA 1 /4„ = 1 1 -011 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 CALL: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA 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 11300 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 MAR 0 4 2023 f / mac. "A Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N 00 to 0 0I to .7 z W �e4 4 O o z a N N�- �I `00� L coo 0 W L c") v NI' p 02 u a V _ :! O 2 RQ s •N u w ^` C 00 V V ^ CL W W ,W F W W2O J w I—aCr� r Z � z0 O� < <QWWU0�0 Qi _LL_Q pOOQzLLLLzM_ OWWWOZOW00ma I O Z mWnuj WWnLLZpU n- W¢ O¢WOg�Zgw0CY ¢ =, pL1 0QZXQ 0O 0QQ OF LL 0 O Z (V OF_ LD :D r-- o p (y) < W U _j (A � ti z < W < U? I-W0-M Z U W J O O Mj 1 I 6 i I 1 1 I I I I I r�C:)� N N N O N O N CO) Co N I N 1 1 1 I O Z O � ' O Nw o 0 N 0 M M� Cr vV (n Q z O zw - CF)0 11J _ 0 0 0 U U_ cn Lo -0 O �z] or r� Q Z a -a ) a L/1 = W=W co o no r-I z o = W QF-� 00 0 Zoo 0 ¢ r, V gZ� z nz cn Z M� 0U 0� m z A4 Z W w 04 0 � o LAST PLOT DATE O Z0 _I ROOF PLAN A STUCCO CASING PAn lnnTW WEEP HOLES OVER ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF SHINGLE Rc ELEV AT 8'-0" T.O.M. 5/8" STUCCI OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF REAR ELEVATION A 1 /411 = 1'-0„ ELEV AT 8'-0" _ T.O.M. FRONT ELEVATION A 3/8" = 1'-011 1 �2 5 75/8" STUCCO OVER CMU -1 io ELEV AT 0'-0" 1ST FLOOR FF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION A 1 /411 = 1'-0" ELEV AT 8'-0" T.O.M. 75/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF 4 LEFT ELEVATION A 1A _ 1,-nog r � I I I I I I SHINGLE ROOF 7/8" STUCCO OVER PLYWOOD 1 1 /4" TH K x 6" STUCCO BAND i 5/8" STUCCO OVER CMU ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS •p: MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL � �OVER A G DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 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) 6 OVERHANG DETAIL MAR 0 4 2013 ti BAND 5/8" STUCCO FINISH NOTE: 4 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY Virtual Review Assist, Inc. SPECS. IF NOT, DETAIL TO BE - BUILT W/ STUCCO Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 VARIES PER OPENING I I 2" THICK 1" 2" 1-1/2" THICK N 3 1 /2" io 3" THICK VARIES PER OPENING FOAM BAND 8 ELEVATION DETAILS 7 AMU COLUMN DETAIL 4" 10" N 4„ 2 LB EPS 2" 1" 9 BRACKET DETAIL CV M N N 0 N OD N \ C) tto ss s's ; w .� h.. ft w z nN > o � o W L 100 U 0MS' 0 %`.ram Ln �MM 2 \% M w 0— U U() � oU 8 � o Q .� �N w 6'. < n1 W 7 CQCN L 0 C r\ O "m W W LLj uj w 0 F-- w~ W (~zW Ir�� LL00x < Q F— U J�O?of ow 0,0-j0 ��O<ZLLLL OmOZQ¢ ��y O v (/1 � O Z ��a>zYo�_ZLL�Qp>-a �<<0W ZIz 00d Qow g~� EYDQQ Q o � 0 Q z � Q o F_ LL if O O Z CV O� U) Z) ti z F- cM O Q (1) M � w W�rZ- W 1--LyacM Of IL — 00 Z U f`t-- W W JC) O A co IT I I I I I I ! o N o �- O N (W Oco O N CDC::) o o I I z ' O Nw O O I LO c- N M i Z I- ¢Z w O Z }' O W U_ zz woo Lo F- O UU�5 Dz5 ow- oho -� Q C:) Z a -a 1 w a �Ln} (7 �I- V T� — O~O ZO= W <�Z) O O <w U Z aZ� U < 00� F— W o: Z A5 z z w J W �� 0 N 0 T_ LAST PLOT DATE N • November 28, 2022 z� EXTERIOR -- ELEVATIONS A A/C DICONNECT WP GFI GI I I PORCH I I I I L___ _— ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1'-0'1 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. M 0 4 2023 � f Virtual Review Assist, inc. 7 Plans Review completed and approved ' for compliance with the 2020 FBC 7th Editio►v PX9300 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 0 #12 copper to 20 amp ckts 200 AMP JO #10-2 copper to WH 00 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp _j Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steal TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1 /2" DOORJAMB DUPLEX 19 OUTLET c%> TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z kS �' 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 -6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" -64-2 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER —0 DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE -}- CLG MNT PREWIRE - FIXTURE BY OWNER 'E SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 0l 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 050W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR rU-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9-124:;R 24" VANITY LIGHTING 36 :7mP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (, EXHAUST FAN p_A DOUBLE FLOOD LIGHT W/ COVERS AND L� 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) 1= MASTER STATION ELEC PANEL VACUM OUTLET AT 12" 14 CEILING RETURN AIR ED A/C REGISTER ® THERMOSTAT 021 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 a) `0 E 0 b s` o � ai pM00 V M M .�. (n �% -O O y T E �o O 2 O Ll S N Q V/ •N w p N it Q cv n ` C W L 0o E� h O n m W W 0L a> W0 F-LLJ ~ Q Of< zzOf of�- Q Q I- 1- J�o�W')LLUOQLL a x Ix o o cJun°W�oZoEoomZzaU J0 < 0 Z w01 >WLuWPWLL W<0jr_, aowo�la-�zMWYOQ0�a z oQ o 0 o<<W LL O Z N O� D ti z 0 F cM O Q (n M L0 a- (/) LL 2 U)z ti < W Lq M I 0�0 Z U Z W WO J O A I I I I I O O O 00 N O N N _O O _ O N r- O Z O e- O ' O N o 0 0 Lo w N ri I I I I WQ z w �zz 0) O W Woo �z> H ow- �— 0 Z f- a a Q Ln w (n~W T� O ■ W W >.X0 <�� 00 Q O ZWO C(� w LL. z az �Z z �� U 0 _o W z A6 z w W J O r 04 LAST PLOT DATE N • November 28, 2022 z - J ELECTRICAL PLAN it 1 I I I L I I II I I i 1 . 1 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 PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A 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 THE 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 TR11-14. 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 %" OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'Y BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 S MINIMUM IZE 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 V-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 - C ncrete oyerpoUf and mortar along the foundation perimeter must be removed be�ore exterior soil treatnent. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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 F R TH 0 E 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 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAR 0 4 2023 a lr Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 00 < LO O 00 LO fi- 0 cK z N N rn W L Q U 7 N - M °0 } 5 N V %) L ch .O u0 0 0 ° a Q _ "N U 13 ft V W a� a)L c,E� m W W WOLLII- _j Cr z� W OOQ OZ Uo a�JZO?W�u � �00OWLLWmOQ LL JQUX Q ? QZWrL�WWW nOO FQ if W��a.WQ- O�<QQW QLL OOaf S o¢z u d FQ u- 0 Z N Ow jco Q rnM C:) in J CL G U) U_ � L0 M 00 V< WZ� W C:) O I I I o N o N N o N 0 N 0 N N C)Co0 0 ' Z 0 N W cr- C:) 0 0 I I I I I I L .- N M 00 r/� ZZ �,/J QZ W III C) CO +� w U 000 W0� 0 Lo O ow- Oro �- C Z DIY a- = W=Q v � ~~O H ZOcn LU ■ Op Q p <H� zoo C:)azW Z z CK � Q U � 0 0 11 m z SNO Q z W W J C) O LAST PLOT DATE CN z 0 J STRUCTURAL DETAILS THIS DETAIL ONL''r' REFER , TO THE DIAMOND -MESH EXPANDEID METAL LATH ATTACHMEI�T. METAL LATH __.,, OiALL SHEATHING __ _-..... I x l l iI II 16G,4n1 1_' LONG i314%1" CRO'AN'I --I- I s' LII 11* — - a) 6 O.C. VERT BETWEEN I 16GAx1-1''2" LONG �"" STAPLES . I i "14k 11 I I NG ( 14%1 STUDS I,NbTED THUS -I - OFFSET I i rl I I wPC"�WN"i STAPLE 6 G" STAPLES BETWEEN STUDS" AS SHO'4l"a - C C. VER T INTO STUDS (NOTED THUS:-) M ETAL LAT H AT-1 AC H M E NT DETAI L REV. 09.24.21 SCALE: 34" = T-0" *DETAIL EXCEEDS THE REQUIREMENIT FCDR FBCR 703 7.1 LATH.. -`ONLY APPLIES TO LENNAR TPAa'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 C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O O N • 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 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'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING v' w J m < V ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE .} .{- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) 4'-0" + + + 4'-0" + i+\\ + + + + + + / + + + + + + + + "I .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + (6 + + + + + + + + + + + + + + + ++ + + + +++++++++ + \---RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15132" CDX I 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" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK FBOND BEAM w ..... a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM C FOUNDATION TOHIG EST BOND BEAM cr v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR 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 Pq web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails required yw when web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY$' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to Pq web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails required yw when web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY$' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap Boise Joist Blocking Ilse 3" 11 ndl nails at 6" o.c. 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.* c L` rWhen 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 `"i/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration. — a I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) INSM ro is A %" ROUND HOLE MAY DO NOT CUT HOLES 6„ BE CUT ANYWHERE IN 6„ 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 Hole Diameter (In) 2 3— 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 An 16" joist Y 1 Span (ft) 8 V-0'" 1'-1" 1' 2" V-2," V-3„ V-3„ V-7" V-11" 2,-4", 2,-9„ 3._2„ X-7,. 12 1'-0" 1" 1" 1 '• i •-2„ 1'-3" 1,_9" 2,-4" 2'-1 1'" 3°-7"" 4'-2" 4'-9" 5'-4" 16 1 "-0.. 1 1 „ I 2 " .V 7," 2'-5" 3'-2" 3'-'10"" 4'-9" 5'-7" &—,4 , 7%" 20 V-0"' V-1 " 1 '-2" 1'- ' ="-0"" 3'-0" 4'-0'" 4'-10"' 5'-1 1" 6'-1 1" 7' 11 8'-1 I " ___.:. .• �''-5"" 3°-7" 4'-9" 5'-10" 7'-2" 8'-�i" ,1' G" 1 t). 9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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 1Yz" 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. Jc Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11_7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _J :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 1l4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION 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 4'4" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE•fHRU STEM WALL 4 I a 4' a 1=1_I J III- I I=I 11=1I I=IIf I I i I I=III FINISH GRADE I SLEEVE THRU STEM -/ ` SEE PLAN FOR----'•� a • . a • FOUNDATION INFO ` ' G' STEM FOUNDATION GRADE �- REINF. SEE PLAN I A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION SEE FND. PLN. SIZE & REINF. 14 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION r I --------- ----------------------- �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 TYP. FND. PENETRATIONS SCALE: N.T.S. _ - -- - a - -.- - a/. as c i-III-1 I ==1 I I= ° II-- 11 ° a SEE FND. PLN. SIZE & REINF. MAR 1%30. A a Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahi PX2300 N N O N co N °w a 'tx o Co LO �... �. it ct Z /���cWc c C ' •c '"K6' `r 0 p Fsµ .' c n '4TA. ✓}' .ir w z Q W 'c- 'o U ch O ti OD t L�g5 2 Oro 2 M N AV B a T� v! 0 O 8 a� Q Ua^ —s .N V w o_ 0 L OE .2) 7W V C; a @ W W dui vi w0~ Lu i— � W9a ezof Z (D W Q Q �0aQa—JOwU�0�►- z2 DoLLU_oLL°oa_Q 0Qz OZOW�oI— OcEWZZoOnwa- uJWzWQ LL ��0 U, O - J<W-W <Q MW6 �U Q LL Ow OQ o p<< LL F LL 0 0 Z W O� ��CMO 2 U) LL ti Lo 1 C'7 QUQ00 z W W wCD J O I I I , o o o 0 N N N 00 C)CD o � o ! ! I I z 0 No 0 o I f I I LO LO N CM i i i 00 zl— VJ aZ O zw -6- ♦0 O w w00 U � i.1 Lo^ O W O> OF-0 Z ��a CD LU ar� W Li°i = W w H�� T� _v ZOO W 0. a~� ■ ■ 00 2;�2 ZWct O z U SZLL ■ az O0 O w z SN1 z z W J CD T_ o LAST PLOT DATE O z 0 STRUCTURAL DETAILS I I __ i J ____ (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF ///"--- 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 112" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER o MUNICIPALITY. `'' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE IIIII ° pI —I 6 MIL VAPOR ,/ — BARRIER I — z _ D I I= `" COMP. SOIL. I I (COMPACTED TO 95% —I I I I —III—III I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —I I1=11 I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5 j12" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS q z 4" °P ��IIIII ,::• '': =IIII II IIII ' - I —_III= III. III-' SEE A/S3 OR J/S6-'L'11 11 Ima i I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D ° -III—I I I —III —I 0� D 1-111=111—III 1 'I.;IIIIIIIIIII;IIIII�IL I ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _c� @ 6" MAX FROM END OF 2 x PLATE E (1! 6x6W1.4xW1.4 WWF OR FIBERMESH ° — I —II—II o II III—III—III—� T- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" 4 < a A.F.F. ' C7 4" a'. a° 4 , A 4 a 4 4 ELEV. 4-3 1/2" 4 4. a A.F.F. p 4 v' 4 A a 4 '- 4 2x4 CONT. a. - o .. - " 'a - LL 4 V - 4- a .4 Q a - Q C) 4. Q 4 N GARAGE DEPTH VARIES 4. 4. V a 4. . a GARAGE SLAB AT STEP �B� SCALE: 3/4"=V-0" 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. ° _ z II-III=III= 31 /2"(min.)- 4" oo 3 1/2"(min.) - 4" I I=III I_ —III III-1 11- (2) #5 CONT. 4" 1'-4" 8° U.N.O. MIN. TYPICAL BEARING WALL 0 STEP I@ SHEARWALL C I "SHEAR WALL" SCALE: 3/4"=V-0" S3 / '8"OR 1/2" HIGH STRENGTH — 1.N.0.) (OR %" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM BOVE) .P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2) 10d NAILS (8"° x 10" "J" BOLT @ 24" O.C. w/ 1.0x3/16" PLATE WASHER (TYP.) - kLT: 1/2"x12" TITEN HD @ 24" i.C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) 3IMILAR AT FOUNDATION ONLY" NOTED, THIS REFERS -1-0 THE TEP, SIZE OF FOUNDATION AND EINFORCEMENT AND WILL NOT JCLUDE THE WALL TTACHMENTS C 3 112" MIN. 00 Pst 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY 1Go �N oos N 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ' 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ \WEEP SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH SCREED INSTALLED BAR 2x P.T. PLATE —1 ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR ##4 REINFORCING BAR t = GRADE N ° D ° . � z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi M ° � ° _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z p D 25" MIN. LAP [30" MIN. LAP] D. °p —I 1=1 I=I —I I I 6 MIL VAPOR BARRIER -1 I I I -I III D ° I I. I I ° � I=1 � 1=, __ I I I —I I I —I I I —I I I— °O T R 1 7/8" —\ °DI I—III—III—III=III—III ; z #5 REINFORCING BAR '_ ° —III —III —III- z I III I I P 1I—I _ _ _ _ N I I=1I I=1I I=1I1= .- III —III —III —I 11=,1 #5 LAP SPLICE D° I —III —III —III —III —III —I I . ° III=III=III=III=III=III= N III ° ° I I=III=III , ,I I II ; ,I1 I 36" MIN. LAP [36" MIN. LAP] — I_I I I-III-III-III=IIII ' T % MODIFIED PROCTOR ASTM 'III 11=III=III=III= 11=III=III; —III—III—III=II—I I I—III—III=I 1 I D1557) I I I I IIIII I II IIIII Illl 11�1 ILI I — :III —I I =I I I—ITI=ITf==1Tl—I I I —I I I—'' 4" - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4"--,\ Z. GRADE °° _ — — I I III III —III (1) #5 REBAR w/ OPT. .IL 11=I 11= I I— If — I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E M ' I� .III=I 4 . `_ 1—, d =II11I _ T 411 I o0 III —I I •' . I._, I I. 1I�IIH1:'�._ IIIIi111 911 1 • . :-. — lfl SEE A/S3 OR J/S6---- -11 111—I I 11 1� 11r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 112" FROM SLAB 0'_0" CONT. BEAD SEALANT Q INTERIOR 2x STUDS @ 24" O.C. U.N.O. 4a e GARAGE ;ONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB d 6x6W1.4xW1.4 N WWF OR FIBERMESH0? E r, _ _ I I M 6 MIL VAPOR BARRIER =1L 1L ' i —III—Tr �—I _ili 11-f ITI I I I� I' I —III —III— I I —I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 REINFORCING•1 0• 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 1Y-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" 4" -III—III I ��J —III III=1 I �- -I =1I11Tfl—LTI M .T11 III —III I' 1-1 I ;,III_, IT_l DII � 1 (2) #5 CONT. 4' �'-4' 8" U.N.O. MIN. TYPICAL BEARING WALL a@ STEP rcc SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 AFROM / 10 10d NAILS 2x P.T. PLATE SPACE ANCHO Q BOLTS 6" MAXEND OF 2" x P W D J 0. IL U' o —III=1I I=1I I I ' W DI �I I I I FE D° � T—III —I 1 111-1 . _ 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 FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. Q PLATE ins•• O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j Q J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o W CONNECTION INFO. Tn SECURE 2 4 P T BTM PLATE x SEE DETAIL 1601 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 0'-0" FIN. FLR./-ik COMMUNITY SPECS ---------------- •110i 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#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO ° D � III I I I�I I �I I IT o (2) #5 CONT.- ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR S.G.D.(U.N.O.) ®■ 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 ­` I 8" 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 N � M C MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. c�! ' Cl)00 GRADE 4 ° 4. ;III —III ,. I —I I1=11=1I1-1' w N 111111111 1 . 111 -111>I Z _ • . a. )0 0 —III—I n e 4 — Cl) 1=1I� J—_l1f—_III=1 III-111�, FOOTING 1 I'' EII 11I I IIIII I I 1=111-111— BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 0 4 2023 VRA Virtual Review Assist. Inc. Plans Review completed and approve, for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 00 0 t A ICY_ )ti y Kh zf E e z w 0 ` •° W 0 z Q /INS Q) L E 0 � 0 `r 0 N �ff �'' w V -0- M jao 'O c o .A •� U- N Q /^ v� .C� � } 4t o E.� .m w w� w _j w��0 � � � z� a z N l.L U ¢CYX-J W�OU) 00 J� Q F— F- aq)Wgf0ZOWOoi zza0 O O Z cnWaa. �u3WWW n�W<Z) i<<0wYdi-nZWz��U�a- LL ow �F-F �wz o oQ U_ ¢ Q o¢ 0 LL Q L L O Z (N OW U) 0 0 CD ID F cy) O Q LO _J (jj LL W <'^ M! 1— W LL CL � ZV00 Z� W Wo J C:) d' r I I ' I I 1 O o o 0 N 0 N00 N C)C)O O � C) O I i i i ' z O NA W 00 0 I I I '( ' LO � � N M z Z Qz C)zw -i-+ LL.I O O O W UU� LO E- 0 ::)z> 0�0 Z a 0 o(L Q O = W=a ~2 0 F-ca O z O 0-<F- U)W CO O z WO C:)z U af gZLL az F- Q 00 O CL z Q Z z w W 0 o LAST PLOT DATE 04 .. z 0 J STRUCTURAL DETAILS - MONO if! IIII .L. 12 �YP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'+ . + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW .� / 112" EXTERIOR GRADE SHEATHING�w; r- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 112" 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 1 112" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 B S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT Millsail . •l� •• •• . -. - • ! • • 17fmmm milli ■■III III■■ Milli IIII� ■■!II lia■■ ■■III Ili■■ MIIII lm ■■I�� III■■ IRII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4.. FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 9 OW FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL G' 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 D SCALE: N.T.S. SL� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a 3ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T_S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (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 Tom/ REQUIRED CONNECTION SFF �0w 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.)`��4 LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. OHO OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ_� SCALE: N.T.S. 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) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. i , —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 4.4 a. 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 W NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED N A ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C G C P.T. ATE SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S' FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M. d d d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 o a 1111 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) E USS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END w U z a 2x TOP PLATE V�t2-16d 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 REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) > (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i & NUT IOXIED A.T.R. i&NUT OXIED A.T.R. 2&NUT C ROOF TRUSS ABOVE f- 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED 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 1 L te • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. MAR 0 4 2023 Virtual Review Assist. Inc. �m'! Plans Review PP completed and a roved P for compliance with the 2020 FBC 7tb fditio by Debra Anne Klahr PX2300 N 0 N iC. h •Z..1 CAD ,� P' or C) .. to gr, .4 Cy _ 0 ' ¢ w o w z z ^N (1) L-0 E '0 o W L •c q �MN QI " V) V -0-0O d E — C"2 u 8 � 00" -< • g)_� w O ^ � � Q N L O M 1) "COL a W U ow H~ W2_j w ¢ uS w0� �9YOzw z Q Q QCYXJz0�W�LLU00O�0 cyU)xW 0 0 o�oomZZ 0 �OaOzYOZzLLOWOIYa L) (� 0 LL Z —'¢<¢ol"¢�—wz,�voa Ow �I-� �wZ ¢ O Cr 6 LL¢ o Q g¢ O �¢LL 0 0 Z CV 0_W_ 5 ti o z p F M Q (/) CO � qIt ILL. In Hof0-ch �101-2- Z U W W JC:) 0 mi CD tIIIIIIIIIIIIIIII' I I I I t I I I I O O 00 N 0 N N Orn _ O CD cry � o N t t t l ' z O N Qn � o 0 0 N ch I I I t CO zZ U) Qz O zw 4--+ O w w 0 0 U U) LO 0 0 0r¢ Z cL it a O = w=wc 41- V I..- C O Q O Ll.l < H Z) . . CO Q 0 0 gx0 w� z az �z U � 0 _0 m z ¢ z z w Uj J C)�— O LAST PLOT DATE CN .. Z O STRUCTURAL -- DETAILS 11 1 114 1 11 1.1 I 1 11 1 11 11i 1 I I I L 1 I� I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — MAX 9 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-? (2) 16d NAILS IF >9" SEE 1O/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 FORzz, ZI SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 APPROX. 8 FROM EXTEND AT LEAST 90% OF `- DOUBLE TOP PLATE RIDGE FASTENED AT @ 8'-0" 0/C. WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" "L" BRACE TO EXTEND 2x4 CROSS BRACE FROM RIDGE FASTENED AT EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d o EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & TOE NAILS @ EA. END SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL 1/2' CDX PLYWOOD OR END BLOCKING (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST • AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 10 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - 1Odx3" @ 4" O/C PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 3 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN IL OUTSIDE S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J _ _ AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N IF >9" SEE 1O/S6 X-BRACING, AND TOP x SEE STRUCTURAL N - NOTES AND NAILING CHORD BLOCKING 00 INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° bo 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) -- -- TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT �� �� �� (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 2 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 48" O/CNE FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/�') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OFo E ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL IH- OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SCALE- 3/4"=1'-0" c� 8 MINIMUM 2x 'ROSS BRACING SEE 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 SCALE: N.T.S. GABLE END BRACING DETAIL 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2' CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. ScJ 8d @ 6"O/C r2 x 4 BLOCKING w/ (2) 1Od WOOD TRUSSES TOE NAILS AT EACH END @ ' 24" O/C (TYP) BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU 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.0.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE WI 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4 E " O.C. TYPICAL GABLE TRUSS WB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ lOd NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ttl 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/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. m I NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 SCALE:NTS MAR 0 4 2023 yF M 4/r .EV" Virtual Review Assist. Inc. Plans Review completed and approved for comphlianceoee alth eAnne Edition hrr PX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. N N 83 04 �d W. O LO „... , -_ w O ❑ 0 z SIN, � a) � - ' W �} sL. -c u �c N f' Z) 02 Z a V -0-0— A M Q) E •E t o U o _D _O ��8 mQ .N .0 �6� U W00 7W V CQN V L C0 n (� LU w w� w _j w2�0 H W J af Z LuoQ W7)-_j`LOa�aLL000 x Z 0 Q Q U ❑aOX�zELL0z20"~ ♦- ClWE LDZ0w000°°❑zj v� a U)wxw�cnLLWQ0�.7 c� O ir< WeC�zWzOwV❑IL �I-� �YWOU d LL Ow OW ❑ ❑ ❑e <x LLa 0 LL O Z W 0 co O Q CM � J LL- Lq F-�afro zv� Z W WO J O mi co 1 I i N Q O N O N O N 00 M a Co� o � a!i I I ' z O Nof w cn L Lo N ri I I I I CO r^ ZZ az O Ww Zw 0 0 � 0 U 6"u, L F— --)z> C)wo Z 0- w o- Q 0 = Of U) (� m W r-I z0 o = W QF-0 CO Q 0 2§2 zoo Q V af QwU_ Z z LL Q F � OU O a m Z z z z w W J O O LAST PLOT DATE Z 0 J STRUCTURAL DETAILS 2x8 P.T. BUCK -CONNECT TO BLOCP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 112" DRYWALL 2 x 8 45A DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN. 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 111 DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. DOOR JAMB (REFE;fiE "RYWALL TO PRODUCT APPROVAL FOR C x4 3/16" 0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" L-1x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -1/2" 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 1x4 1/2" DRYWAL TO PRODUCT APPROVAL FOR CONN. *\_1X4 FURRIN (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 112" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRII END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 1063" 2x8 STAGGERED @ 12" O.C. '1-1/d" flt=TA BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" n SOLID BLKG. AT TCP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 1 Od NAILS INTO 2. x 8 BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU I INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THIS. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO \K) it 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)10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT 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" 1 ARCH PANEL TO FIT ARCH CONNECT W/ 1,7 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WOW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL 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 CELLS #5 REBj (TYP,) STD. 90' HOOK (1 ±5" NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 112" 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 41/," 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 (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'1 MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". 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 NUT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL A'' ' ` "''` ` REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST 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. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT� SCALE: 3/4" = 1'-0" �,S_S_") FILLED CELL PER FOUNDATION PLAN A YP.) THE :S L , I I 1 _ Y — - . . 1 - — I IAIA(`0C:0TARI C IAICTAI I TInK1 FILLED CELL INSTALLATION I H SCALE: N.T.S. C+ SEE ARCH PLAN AND PPIF: Tlta l rttJRS {�ESIC;N ;'x SUB FASCIA r;LLI , GRIP EDGE - ALUM FASCIA E � �� � L L � I"� -1--- , G FI Pi AN I - 1 T Irvl PAINTED I I `I NAiL w/ 511 EAI-) F C .HANNFI_i -1.__ - ra�I DIA (d 2; 0 t; L4 � �u'1TF 2 BFLCP'Q" I �_,:.r1T :'EN`CE: SOFFIT CONT2x4 NAILED x E'L_IC'r;INC.Ij:: ;LEE T.If H1 OCKIN4i ,ii ."_ 1 �'11 NAI[ H -.:I: F''Jcl r _i ; I-- N - 1 C 1 LII_,ILDEF:TI'.DVE ;IF';' ;�F•:_ :1-D-L ',1uTERI, L A:3ED ON THE DES1P; I PRF " IFkt2 SPEc.9FIECi'F+ k :_";L'',EIUING LISTED IN THE DESIIC11 rPITERIA ON SHEET SN 1 cy I "M'.''All I pP'I`P r^I I. H,P'., A 1 t?',1 Nc F1 4 1+-, ,-14 6i`1 FL. F(,1F S4,iFFIIT A IT1A(.HNiI PFODC i(.T AF`FR Yv'AL) F tvd VANNEL , A'5TErNI D 11,111 "'; T NI" DIA. 1@ 24 i +.C. vo 5111 EMBEDMENT 1t^ 114, ?1r:1'xI+I1" i" Fr_)4"w/N .STAPLFS 1@ 2X' k`1AX- O-try- IN DIAhi TEl r, i :�l_1Li Fil`,L_.I `� alv, 1 -4 ;� 1,4 1_:h _r 1 �+ STRUCTURAL SOFFIT L J F � I E a 1 1- 1.. F i FircL1. r iFITS; INITH =SANS I F. 1 119,;^;' . I, ',1 1' 4 1'14: , I r . L,I . ; - i hi , ,::KING Pf- k' THE S()FF1 f FL PA iNSTALLA i uC 1N C;RITFPI,^ 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 Z-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + <FNGTy PLYWOOD SHEATHING 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. I IH HI III HI 1fT-1 I I�_I I i— D D III_III—III =11 i- GRADE P o D I I ICI I I- p M G . z \' CV � • D n' \ p D (2) #5 RE BAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" BLOCKING AS REQUIRED TO SUPPORT TRUSS I+ SOFFIT + 2X4 SYP .. EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT 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 1i (i r)7 A AI II SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON 'SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP R I F-3/4 cr z O U) Q U_ O w M a U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD 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 r ' SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/13/4" 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 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER Or' RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-011 INISH FLOQR 'D ° 4> #5 BAR CENTERED W/ D ° s H IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING_ —I I D SIZE AND REINF. PER PLAN III— •D. D p AND SECTION DETAILS —I CLEAN FILL DIRT 211D Z p ° STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL ° V °n STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"1 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 ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. MAR 0 4 2023 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved` for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (V CV 0 N 00 ._ LO o 00 o ..' x.} LO Cil J < w `zip Q \� \\ w z Q 0 N � , O >` -= o 0 � so M Oq co /�� E U- L p V/ � Op '0 _ LL O N Q .Ln w Q� N ^` 0() c W >` O O a V, LILInW 0w of w0� q ~Wi—X _j tY¢zW a¢O� X:) LL 0J z O of Q _j JfWn wzomJ— w (� O O zzdaozo woo y O LL Z -I0a>zwozzU_ Q<¢Dw�L-wz, ow �I-� 2w0d 0 1<< v0a 0x 0 LL< O �Qw O Z N 0� U ti Q f- Cie) O Q U) CO Ii W to EL cM Z U W W W o O J I 1 I P I 1 o o o cN °- 0 N 0 N N O M � N O C1 o 1 1 1 I I ' z O NA W o o I I I ' i LO L ' > N C7 i I I �/ z l— az w O W 0 O _O U U � O Dwo z x- a- Q O w=F- 0 a ~-O 1� 101f ZO= ■ ■ W %" IZ Q�� 2§2 Q zLU0 p U aZLL Z -z � OV O a- z z z z w W J 0 r 04 o > T_ LAST PLOT DATE 04 O . _j 40 Z STRUCTURAL -- DETAILS - RETRO FIT [1 II 1 111 I _ I III �� 1 I I 1 LL_... _ I I I I I I I L --A 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAi7�CR�'tti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 81`12-08 BF16-OB 8F20-0B 8F24-013 8F28-0B 8F32-0B 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 °069 4605 6113 1 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 1 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 10121 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11' 4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 1 2517 2712 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 1 884 1 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 4Ai7L44"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB GRF14-0B 8RF18-OB 8RF22.OB 8RF26-OB 8RF30-OB 8RF6-1B 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 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34).791719 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 1 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C-CR� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 L734 5'-4" (64") PRECAST 411 411 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-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 C^XT-CRrn 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAS7_4M" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T BF12-IT 8F16.1T 8F20-1T 8F24-1T 8F28-IT 8F32-1T 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1 1569 1 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4' 6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7' 6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 1 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 1 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15' 4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 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 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 31811 461 10 54511 62911 137 221 354 508 681 7 86113 99113 F2-0- (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 8751131 (#) 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 CAZT-CR�fr SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8RF6-1T 8RF10.1T 8RF14-1T 8RF18-IT 8RF22-1T 8RF26.1T 8RF30.1T 8RF6-2T BRF10-2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-0" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 1 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6' 8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 1 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e d e d N > G > D e'4 o O O O O O O 8F16-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B O 0 O 0 e d > D O e e 4 > D 0 ° 4 9 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS G O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �Q C.M.U. U) v_) x o G 0- to n M W O M N wcwj~�i) 4 #5REBAR AT ow � � -r w v ° BOTTOM MIN. (1) d W F- REQ'D Q J J Z Z - w ¢ W 16 GAUGE °D W ~ I-- ° POWERS STEEL r z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDF 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. J U Q w s o #5 REBAR AT TOP -MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. -GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY -_-� BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 0 CF 10'-8" ELEV B LINTEL PLAN PER ELEVATION B 1 /4r, = 1'-011 v 0 :DA MAR 0 4 2023 ' Virtual Review Assist. Inp X` Plans Review completed and a proved. -/ for compliance with �IAnneeKlaho PX2300 Edikiorl Y r,- N N co .,(' Q x LO co Ln b+ p 1 47 - >,-,, . '', . w W _ O W Z Q a > `O 0 U N _�' (N coI- V Q O ao N C Do� 2g r� 0 LL IQ O ,r Lu V }L }�� o E � m V CL U� ❑w j wpw~ vwQzW I -a Ym zW wZ� QLLg LLOOJO U �JZCr _2_O j%OQLLItZ a� ZQQQ O O Z W'OO L)<u,uF L pIL )KWz�O QOwujau OQ� o oQz� a Q ¢Q� w O I- LL O O Z CV O� C :D ti 0 � CM O Q M � � U) LL LLI ('7 Z U W I.LI JC) A (0 I I � I I 1 I O N O N N o N �- 0 N M 0 N N I I I I Oo Z ' O N `f �/� L/ W o r c\:C C,4 a ri I I I I I I 00 Cr / ZZ V) QZ W O Z �� 0 W U �ZZ w 00 L) U U � L O �Zj Owo �- 0 z I- CL w Q ~~O F- ��,. ZOm w <F-:D 00 O �■ 0 UaZ zwo Z m Z OU 0 W Z Z W W J 0 o LAST PLOT DATE N ■ November 28, 2022 Z 0 STRUCTURAL DETAIL ELEV. 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 UPI IF LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51 (1)tl T)#51 (1)05U (0)#5L(I)#5U (1)#5L(2)#5U DFTAII 'A' DFTAII W DFTAII 'C' (1)#5L (1)#5U DETAIL'D' DLTAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 1 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 7 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'$" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST 12) D4.5 WIRE 2 No.3 964 1 1636 1636 1712 1/12 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1 152 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1 115 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 1 1001 9/9 988 914" 60" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 F-4" 10'-0" PRECAST (2) No, 3 2 No. 5 '155 649 649 489 649 1214" 10'-8" PRECAST (2) No 3 2 No. 5 329 602 602 430 607 1214" 1 F-2" PRECAST (2) No. 3 2 No. 5 312 570 5/0 391 570 IN-4" 17-0" PRECAST (2) No. 3 2 No..5 28/ 52.5 525 33/ 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 2.86 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'4' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 4/3 4/3 328 455 2 No.4 I/'4" 16-0" PRESTRESSED 121 No.3 (7) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 1K-O" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R_ 2// 2// 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 756 138 262 2 No.5 N.k. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 'L No.S N.R. 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 715 2 No..S N.R. (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N R 164 164 124 179 N-R.- NOT RECOMMENDED •1 DETAIL "A" DETAIL "B" DETAIL "CI' DETAIL "D" TYPE DESIGNATION P - PI AIN I INTFI / QUANTITY OF #' BAR AT -S01110 NTFI rIOWFR IIN TF C''AVRY [8xl6-P-1 L/I U] NOMINAL WIDTH j `GUANIIIYOF#',BAR NOMINAL HFIGHT UPPER IINI FI CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT I FNGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (0)#5I (I)#5U (1)#5L (1)#5U (1)#51 (2)#5U DETAIL'H' DETAIL'J' ;1)#51L (1)#5U DETAIL'H' &'J' DETAIL'K' 7-10" V 6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 7 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" S-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 S-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'4" 6-4" PRFCASf (2) D4.5 WIRE 2 No.4 30/1 3071 2916 3049 8' 0" 6' 8" PRI'CAST (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 914" 8'4" PRECAST (2) D4.5 WIRE 2 No 4 2153 2153 1881 2139 10' 6" 9' 2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11' 4" 10' 0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 ) No. 5 1439 1439 1075 1439 12'-6" 1 F-2" PRECAST (2) No. 3 7 No. 5 1:354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 7 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 ? No. 5 1149 1149 760 1149 (2) 1/I6 strand + 14'-8" IS-4" PRESTRESSED (2) No. 3 1419 1419 SSO 1347 2 No.4 (2) 7116 strand + 5'-4" 14'-0" PRESTRESSED 2 O No. 3 1291 1291 775 1270 2 No.4 (2) 7116 strand + 17'-4" I6'-0" PRESTRESSED (2) No. 3 993 993 600 1084 2 No.4 19'-4" 18' 0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 (2) 7/ 16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 961 961 446 872 `L No.S (2) 7116 strand + 21' 4" 20' 0" PRESTRESSED (2) No. 3 834 834 390 763 No. (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 2 No.5 E24'-0" (2) 7/ 16 strand + 22'-8" PRESTRESSED (2) No- 3 (2) No. S 642 1 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION I' PLAIN IINIFII -L QUANTITY OF#) KARAT S ti)111)IINIiI I rlt)WFR INIFI(;AVITY [8x]6-P-1 L/1 U] NOMINAL WIDTH)ILQUANTITYOr#S BAR AT NOMINAL HLIGH UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ixl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(0)I LL SOLID #5(2)U(I)L DETAIL'DE' DETAIL'DF DETAIL 'DE' &'DP DFTAII. 'DG 3'4" 2'-4" 2'-U' PRECAST (2) D4.5 WIRE (2) No.:3 3/64 6455 5637 5637 4--0" 7-6, 74' PRECAST (211)4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (7) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-(7' PRECAST (2) D4.'i WIRE (2) No.3 1966 3390 30153 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 15/8 T$" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1261 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 lFM 686 903 !- *- --: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P PLAINLINIH/ -1 QUANTfTYOF#5BARAT S SOUDLINILL I FII-R IINTFI CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH] ] L QUANTITY OF #5 BAR At NOMINAL HFIGHI LIPFFR I INTFI i.AVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STFFI GRAVITY GRAVITY UPI 11 1 UPLI1 f LENGTH SPAN WIRE BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#a (I)#5(1 (1)#51 (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DL1Al1 'P &'F DFTAII_'G' 2'-101, 1 F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6' 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 7-B" 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" S-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 S-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 S-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'4' S-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2/23 74" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8,4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1//6 V-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" V-2' PRECAST (2) D4.5 WIRL 2 No. 4 1186 1186 1014 1251 1 F-4" 10'-0" PRECAST (2) No. 3 7 No. 5 1074 1074 854 1 121 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 992 992 751 1035 1214" ill-7. PRECAST (2) No.3 2 No. 5 937 937 685 9/8 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 1 859 591 896 14'-0" 1214" PRECAST (2) No. 3 7 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 O No-3 (2) 7116 strand +2 20/ 207 605 938 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) // I6 strand + 1095 1095 551 98/ 2 No. 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 /63 2 No. 9'-4" 8'-0" PRCSIRCSSED 2 No. 3 O (2) 7116 strand + 655 655 340 645 2) No. 20'-0" 18'-8" PRESTRESSED 12 1 No.3 (2) 7116 strand +2 607 607 317 601 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No. 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No. (2) 7116 strand + 22'-8" PRESTRESSED 2 O No.3 (2) No 5 399 399 211 41'2 TYPE DESIGNATION P -I'I. A IN IINI FL/ (UJAN III Y OF#S BA k AI S SOLID IINI LI. r LOW LR I IN I ILL VIIY [8x]I6-P-1L/11J] NOMINAL WIDTH J L OIIAN 111 Y OF#S BAR AI NOMINAL. IEIOIII UPPER LINTEL CAVITY DETAIL "E" DETAIL 'IF" 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 LIPLIII UPLIFT IFNGTH 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 DETAILT' DETAIL'M' (1)#5I (1)#5U DFTAII'N' DETAIL'L' &'M' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3' 6" 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4' 6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No, 3 5095 8995 7007 9811 6-6.. 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 74' 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 1 4693 3976 4661 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 1 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 121 No. 4 4047 4047 3443 4021 814" 7101, PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 TV 4.. 10, 0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 17-0" 10'4" PRECAST (2) No. 3 2 No.5 1895 1895 1401 1895 17-6" 1F-2" PRECAST (2)No. 3 2 No.5 1775 1/75 12/9 1//5 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1 10/ I6M 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'8" IS-4" PRESTRESSED 2 l l No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 L No. 17-4" 16-0" PRESTRESSED I2 I No.3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1008 1008 5/3 1048 No. 21' 4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 8/I 8// 501 966 (2) No. 5 27-0" 20fS" PRESTRESSED I2 I No. 3 (2) 7116 strand +2 850 850 471 923 No. 5 (2) 7116 strand +(2) 74'4" 22'-8" PRESTRESSED (2) No. 3 Na 5 740 740 393 7/2 11 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-MAINIIMFI/ �L QUANTITY OF #5 BAR AT S Sol ID LIMN I I I OWFR I INTFI CAVITY IN 6-P-1 L/1 U] NOMINALWIDNIJ J L QUANTITY OF#5 BAR AT NOMINAL IILIGI II UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIELU� 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS RFQ'D. PER STRUCTURAL PLAN 7132" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL. - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR R1 INT. STEEL_ - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CON IINUOUS REQ'D. PER STRUCTURAL PLAN ;° SEFSCIIFDULE /:A9" STIRRUPS AT 4'-0" cc 6D co Cl) IE) OR WEIDFD) In r 'a OTTOM BARS N 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS I INTFI CI FAR LINTEL TYPE I INTFI STEEL TOP I INTFL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTII SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#51LJ (0)#51 (1)#5U (I)#5L (2)#5U DETAII'0' DFTAII'P' (1)#4L(1)#5U DETAIL'Q' DLTAIL'O' & 'P' 1' 6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 7-8" PRECAST (2) D4.5 WIRF 2 No.3 10000 10000 10000 10000 ft 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 /681 10000 10000 10000 51-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 1 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6/41 10000 /-G" 6-2' PRECAST (2) D4.5 WIRE 7 No.4 6266 6603 4891 6909 7'-8" 6 4" PRLCASI (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8' 0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'4)" PRI CAST (2) D4.5 WIRL 2 No. 4 3865 :3838 3010 3973 10'-G" V-2" PRECASI (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 L-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 1 /27 2436 12'-6" 1 F-2" PRECAST (2) No. 3 2 No. 5 2269 2269 15/7 2269 13'4' 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 18/8 18/8 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 7413 7413 1338 1974 7_ No.4 15- 14'-0" PRESTRESSED (') No. 3 (2) 7/ 16 strand +4" 2199 2199 1219 1846 2 No 4 (2) // 16 strand + 1T-4" 6'-0" PRESTRESSED 2 () No. 3 698 1698 944 1546 2 No.4 (2) 7116 strand + 17 4" 18'-0" PRESTRESSED (2) No. 3 1348 1348 753 1330 2 No. 20' 0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No.S 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20, 8" PRFSTRFSSFD (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7116 Strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 'lbw. t R•�� Y �tv1 1�!•'r :•`t tR!••r 7 1 +�rtv1 DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" RECESS DOOR HEADER 101AL LENGTH CLEAR SPAN DOOR S17E I INTEL I YPE 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 ##STiUUOILL SOLID #5(2)U(1)L DFIAII 'DH' DFIAIL'OS DETAILT)lf&'DJ' DETAILTX 3'-8" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 7-10" 7-6" ['RECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-C' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECASI (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'4" 4'-0" PRECASI (2) D4.5 WIRE 12) No. 3 1819 4139 3839 3&39 6'-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE 12) No. 4 2976 2976 2676 2737 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 22W 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 TYPE DESIGNATION P-PIAINIINTFI/ QUANTITY OF#5BAR AT 5�SOLIDLINILL -1 rLOWLRI.INIFLC'AVIIY [8x 16-P-1 L/ l U] NOMINALWIDTHJ LQUANTITY OF #S BAR AT NOMINAL HEIGHT UI'I'Fk IN] CAVITY TYPE DESIGNATION I' PIAINNNILL/ QIIANIIIY "Ill LIAR AT $ SOLID LINTEL r LOWER LINTCL CAVITY [8xl 6-P-1 L/1 U] NOMINAI WIDTH LQUANIIIYOI IISHAIt AI NOMINAL HEIGHT UPPER LINT LL CAVIIY GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x201I 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)IF SOLID 115(1)UU(0)LL 45 IllDFTAII SOLID IM(2)U(1)L 'DI' DFTAII.. 'DM' DFTAII 'DI.' &'DM' DEIAIL'DN' 3'-8" 2'-4" 2'-0' PRECAST (2) D42S WIRE (2) No.3 7665 10000 10000 10000 4'-0" 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 1006D 8442 10000 4'-2" 2'-To" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 S413 10000 7552 10000 4'-4" 3'-0" 7-8" PRECASI (2) D4.5 WIRE (2) No.3 4891 10" 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) U4.6 WIRE (2) No.3 4017 10000 5613 10000 5$" 4'-4" 4'4)" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5-4" 6'-0" PRECASI (2) F)4 5 WIRE (2) No. 4 4569 4569 2302 4235 T$" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 V-8" 8'-4" 8'-0" PRECASI (2) D4.5 WIRE (2) No. 4 21.58 1 2159 936 2036 TYPE DESIGNATION AlIL ''IT, rLB�LI [8x16-P-IL/IU1 LI _II 11 III I I,IIM II' Ii .I _I DH H) V UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /891 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR 517F 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)IT(1)L SOLID #5(1)I U U(0)1L # L SOLID #5(2)U(1)L DEfA1L'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' S-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1/53 4'-0" 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 13/6 4'-4" 3'-0" 2'$" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 194 1363 1363 1131 1131 5'-81, 4' 4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'4' 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 531 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 1 489 1 261 1 393 ..; .. .. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DDT' GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24L' RECESS DOOR HEADER TOTAL LENGIH CLEAR SPAN DOOR SIZE LINTEL TYPE I. INTFI. SIFF[ TOP WIRE/ BAR LINTEL STEEL BOITOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID 45 (1) U (1) L SOLID #5 (1) U (0) L # 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO'&'DP' DEfAIL'DQ' 31-8" 7-4" 2'-0" PRECAST (2) 1)4.5 WIRE (2) No.3 9620 10" 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7' 2'-10" 7-6' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 IOOOO 5-8" 4-4" N-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6 8" 5'4' H_0" PRECAST (2) D4.5 WIRE (2) No- 4 3765 7387 2901 6&31 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 64, 6_0" PRECAST (2) D4.5 WIRE (2) No.4 1.552 196 1 1183 2844 TYPE DESIGNATION !'IN I INIII/ �:INNI UI 'I'. IAI 5 III II!JIII � rl114'll INII i,!'V1VI1" [8x16-P-IL/IU] NIIN'Ial . 'IJ j Lf..IAN II III UI IMI NA FF IILI �LFFP I.�I FI LAWTf TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAH Al S-SOLID LINTEL r I UWFR I INTFI CAVITY [8x16-P-1 L/1 U] NOMINAI WIDIIIJ J ` QUANTITY OF#BAR AT NOMINAL. HILICi111 UPPER LINTEL CAVITY MAR 0 4 2023 1 Virtual Review ASSISI. nc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8'Sc8" PLAIN WX8" SOLID 2'-10" Precast 2082 9235 3'-C' Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 6 4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1 F-4" Precast 132 651 12'-0" Precast Ill 593 17-6" Precast 98 544 13'4" Precast 82 475 IN-O" Precast 71 429 144' Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. too N.R. = Not Recommended N N O .s+?Arb DNS N 00 N R .f.•, ^(L a ` 1 r LO CD LO '1 t ` Q T'ti,t,.H W •�, f � +A c � �, "^ lS W 0 Z Q c� W Lr'• L '= U m } N M N V �- C E z o } :D Oo o O a Q \JJ U N Q �tn W O ^ N C)- � c F2 V 0 6.(7T, 11 Ib N W WLLJ 0 LLI (6 W O I- Q ¢< v� Of 0OL z�Q W �hWQ Wn �-j0Q� ZLL_j U)�xoowooco W<UWAOO ¢JQa z �=a U'UQ' a0W<- Wz00Q WLL 0U) OW F-E- Z oX ¢QW Q O LL Q H l' C) IN Z W F_ 'O vJ 0 M Q U) M O � G U F-WW 0- M r Z U Z W Wo J O i 1 1 i 1 1 I I 1 0 �- /�/� o -4_- 0 04 CC O o C) I I I Z 0 N W � > 000 M I [ r I I MI Cr Z 1- W (n Z C)ZW W 000 O W 000 Lo F- O DZ> IDWo W_Q \_ �z W � 2 Ln w = 1¢- 111 m~2 q�r0 F-O r-i Z O M ■ 0 W a O 2�-::) ZQwo Z U Z IL CL Z U poa- � Z Z J WC) `C_ LAST PLOT DATE Q O Z J STRUCTURAL DETAILS ELEV. B X9 2 99 C(- I e Wff Back Cross 5upport (Ai hill III it to Owl Right Bracket (1,6 Gauge) Bolts 1 `2" Clio. A315 Cora 171 414 Self -Drilling > All it catle - til Tr L i,r iff I Irl fir Ifrlryi il I Ciroso, Su I)[ III)II Self-Lo'cking Nuns i be Ql Lv VV °I Left bracket t If) I I 11. r-1 btu- a:' - I I I : , , , , I" I II'I. , I I " I I 14, if , " luni, All, 9, Unstinsivil P—d 4_d I it witig ­iii upon "al t-Waloinuil f­ ".11 ,I., 1, It 4ZII I mm lirjihnmdk_ 2*1 Sai Vent P1.0uts. lo, callatil an (101 F LA5M4M jorgi mocia: M140,510 4 10euM .1" 5:,' 5 annor"i :M0*I#15Z524 Smorivent lilladial *154l annamif-tModelvifAID514 Florida Department of bwwosi:i & Professional Regulation Suil leg Codes irid Standards Piodac I Approval ApI41colum CHrIall rdual "Ith" Ghh­ 0 Lccl. Boni FE I I l. sal -1111'! 1 1'4 . -1-Irl a Pro added., Pik ;I!u extbiam al YAM t ffi MAEMY4 N11,21:2YO liluiur 11+41TY A- !.I;v . Dal 1tj4­-ljf1j I kvil"01 NIVise hflrilfit Claim bluillfint larusury Islile, I.Livoijwi-I Ur.,, I 1A " j "11-_ V_t I A I I, rlD)IL1DO Vent 7_ tt'It'll Garage Door Flood volt 121.11r023 Yes Y, IJIA Wired la M sulshod Flood Vwt 12510023 Yes Yes N,:A 04 59 Wa Garill Door Food Vent 1213111 Yes Yes J" I,A Fliotda Dispartiviont ofSualineal & 17ticfessioncJ Ro;xal BuildInog Codes and Standards Product Approval Application Dean Ill, I I I illh! vervall My f#d,g,, &LbasS%a 2130 L1­,,' Mi li,: "t- jill"ril Z-hary R. Proisl C—(III I I,, SLZ 30Z tali PE 74021 Ill 11,00 a Ishurromearenrinat'llsom E-Umillor, R.W 1— a Wen, I Mi ,�J, 0", ,1 In (L Ph Wlil-RIJ literal ll 0 Pill k ssl).l '[Whi•, 44, 1 lo-ppillicipti,&ALlIpill DV- I,%, U D" in, V-1lotill "1gLeawlsu f U( lius, III, UL& L­KlN 0&11 &' V20 C. ;E,m I 1i11 ?u- I � 0 1, [334ll3X lKl] ;IJ-011-Ah"ol I Amilei 1k, Florida Department of Business & Prolf"Islorral Regulatlon Pope " Laid Budding and Standards Product Approval Application Detail ij= 11—ulm mnnwm� 11!411 1 3. 1 111, Wl.dnfeaf a tluhri, f HC All, ro— Appi Ill , III I I ( ,': f"I"riii, , .; 1. 1 11.1 ".1 1. v: ]:, 4;,1 t9Qn, LAutim, Lill 7, Sulatiallispertill 8—goa Etter— Door Assi casole-3thennortruloo coi plence Method, EF-tl Repo t fr­ 4 ro Fie "i" Rey' -"­" Qk WN Ar%njl Apm,aidM'Uha Appntoll Ir"I Lmlix, Name Laljllrlat I x,iratim Date in by AZ Outside try AZ kemdil Frl:�S.'C ­d snorbi S:il, Hirt-rial 6&030,8 Airlootil"pactill Opaque NO "'Ki Yes X Conl1gonotloon) -Iu5lx jild Slil ill, NO N41 uggi a4uou"Pactsquot. Opaque Composite Edge Fitserighm SovIe Door w1h SnIellittil dristainsIsCurtai X01 MY 0XO �,IrNl -11 Stol Sitar N.rr N' X' u AqucLAr-pactiliquot 011 i�cl,;e FI berglass Single Door iIniseinglsvoll X otainfillurai Trn­-Tru Pille—fl,­ u lorronal sisoll &sUCILI nosittlIqLot, Opaque I, I:)' fLio Yes, Yes RIA "onnpoi Edge Rbwom Single Older with '�dalla.l (Ili—rigiOultsel XO 01 OXO ,orflourallons) 6 111 Therril j I COLI and SrNrovh Sri, I—, r,A.l5A 1? G &I mpact9quot, Opaque r,N .1h 11 Ij T I— fill Fft- :Jl­l ol Sri ytll Noolfrull ilqw! 1, i""m I 1.e,1 1213Ir20l rill NlA I L�o;nl Edge Fluell -:I, I—, I I o—g"O AsenI( iln 8 if I tire "T.ciessill and Sirrvi tlear fil"j, at f4A fill NIA adi llii_­nor(Durt�lolsrig XO, 0311 CJX,; 9 Glazed I It, Y­ I Compoi Edge a Dool afth of F'bi *(rar Oxxn .thoursoldelt-Od"i '='�pl CONffsuralionsl tea wCtt 1. il m& 6t --IIQUZTeermal No Yes Ylill Composite Enii l Iasi S.I Elms (I X coell Not 11 k Tiorm. 1,, -4— and S1­111­11:11 Swed I?j31r_10'.?1 INo yer; Yes Nll, c-irreprall Frhte FireirplaNi cx­ mIN 12 1 rhertrisi and Sinooth Star %1,•r-l•l NfA f-drja Fiberglass LXubiik Chinwh i.i fedlu.t !:,Jfl 'aro pros"No[C4rete-rist, )G', Ill, )I or, Theerria TrI Fillaor, Clwotc and Stricieh Star NomlinAl Mai liquotImpactViloor. 1laaabd 14.1dair I I tkl Opt. Coeipaode Edge S,,l r1ox I, 1 11'rk1 111.1dd NII Yen, Yes rI Euj, I t —lui 18 o TbenrillaTre, Fider,0111asWc and Smooth 51,air N." ii I II,,, Y­ NJA or Gli Molded uper, Sdelft, I, Ns­WCwt;wfNq. M or, OX.XO —11g.r2toT a p 71re.—Ti. Fil Ct.—e -d sir okh-lPfair Nominal B&AQUIS Squot,lowai"It9qui Opzqu,,, C.mipol Edge iRlifinlassSsVia Door IiwtV, W rOf (IXO dlsonslea(oCcw) t, wnfig"ortrol'i 17 q 'rherrjIl I .',Wuslc lit, I N ... lnal Sit"i Opaque C—peell Edlaa Fiberplaso, D—Irk, roe., ,eth or oned '7' r� lethout G Molded c6li nila RMASI 2020 PrThdirtHies GNIpn4nea Method- Lartlhtil WAN W Liftbog Flo,laa Doporti of Six,rroht, & ProfelIslorral Regulation P., 1,41 Building Cameo and Star 'drill!', Product Approval Application Detail -hu i2as UALEra" moo mimtv a UC*M YA"Alli: I vioidell C141, itl''A It l Ai, III Mall joel P..-* wani-Dft acco con Nh­ nl,l, r -1. 1 OUMNY ASUWMK* Anterievelliffrities 6111131121LIaLblit killiml 2tgm Plial r—, ies, CII,tlaul Essallel— 00, 4, Evil Quitai Still ,, 11, ll ' 1) 4114 11X: 1 11 r, Y., I . WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,2ou, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the bi.Adiing components listed below if tt,ey will be utilized on the construction projIect for I,,.Iihicil you are appl�,,ing for a Cate gory/S ubcate gory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic and Smooth -Star (NON�MPACT) F 1 20461.1 +67.0/-67.0 psfT12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0,,1-67.0 psf 12131/2022 Therni aTru Fiber -Classic ancl Smooth -Star (11,vIPACT) F120470 +80.&1-80:0 psf 12/31/2022 B. SLIDING MI Windows arQ: Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 psf 4/14/2026 Pella Corporation --+38,7.1-38.7 FiL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) F L8248,3 +31.0/-35.0 psf 12/31,112023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248,1 0 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton S e r! le s 8 00 0,'810, 0 1," 32 0 0 #112 4 (1 6X7) FL8248.11 +34,4,`-38.3 psf 12,131,12023 D. METAL LOU./ERED DRS Curries Division of AADG, Inc 607 707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N;'A i`see i,,-rst sht) 12131/2025 WINDOWS -2. A. SINGLE HUNG MI Windows and Doors Ceries 185 F L'I 7499,2 +60.0/-60.0 psf 10/812023 P`GT Series 5500 FI 239.2 N.,A 7/30/2025 Pella Corporation Series 10120 F'Ll 1206 +35.0;r-35,0 psf 6,17/2027 B. HORIZONTAL SLIDER Pella Corp -oration I'Vil Windosl and Doors Pella 10 Series Series 188 FL16603 F L'I 53 5 11 +60.01'-60.0 psf 6 1121/2 0 2 3 2,11612024 1 +55.01-55.0 psf Pella Corporation Series 10120 FL11161 +30,0.1-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 . A Nf, Ill 5.,125.,'2031 C. FIXED Ml Windows and Doors Series 185 F L'I 5349,1 +60.01-60.0 psf 4/3/2023 PIGT Series 5520 FLL243.5 41 4/30!2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15112024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25,12031 D. MULLION MI Windows and Doors ei-I Series 5764 FL,15353,2 N/A 12/31 111, IPGT Series 5500 F 1 261.1 N/A 5/2612026 E. OTHE R 3. PANEL WALL A. SIDING James Hardie Building Prod, Cerrplank Lap Siding and HardiePlank Lap Siding FIL13192.1 - FI1_113192.2 N;A 12,,"31 /2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL,15272.2 +75.0,l0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Ver�,ted Aluminum Soffit FL16544 R5 + 54, 22,, - 5 4.2 psf T30,`2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124,1 NI'A 12 li'l 2022 B, UNDERLAY NI ENTS Tamko (for Sllrirgie Roof) 15ib F0 Undedavrifient FL12328 NIA 6,,29/2023 Pilyglass, USA, Inc. (for Tle Roof) POLYSTICK 7U %1AX FL5259 NII 12123/2023 Cr ROOFING FASTENERS NOT USED D, ROOF VENTILATORS 71iompsor Arch tv,ll Comp, Off Ridge Vents FL16918.1 - FL169li NIA 9/9/2026 Florida tvletai Proaucts, inc e nt RII 10 F L21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exai us l \.,lent F L -172202 1 +97,511'-97,5 psf 12/1012025 E, ROOFING TILES Boral Tie Villa 900 FL7849.27 - FL7849.28 NIIA 12,131/2025 Boral Tie Saxony 900 FL784916 - FL7849.20 N/A 12/31/2025 F . METAL ROOF Drexel Metals, Inc, I — 17 D'IJ C 10 0 N!l Dt-A(- '150.SS, DPI 175S. D1`%,;1C 4210 C-S. Drvll C 5-tv' FL176791 +0-i-180 12i3l,,'2025 5. SHUTTERS A. STORM PANELS Global Protectior, Products Galvanized Steel .'III Panels F L 15076.1 - F L 15076,2 N'A 12t`31/2022 All American Shutters & Glass Galvanized Steel S�tLorrn Panes FL17869.1 41IIA. 12/31 ,2022 61. STRUCTURAL COIMPONENTS A. WOOD C0NNECTORS/ ANCHORS LISP Structural Conn, see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FiL1999.4 N/A 12/31/2024 MITI Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUIVIBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL65271 - FL652T5 N/A 3,131112023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630,15 NIA 9-11/2023 Commercial Concrete Products. Inc, Kgh Strength Concrete Lintels F Ll 774 NiI 5125/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the 'following infbmi ation must be available to th,e inspector or t1~e jobs,Jte, 11 copy of the product approval. 2) ,AP P L11 CA N T `_3! G N A TJ R E DATE Florida Deparunill of PLbtfes'i ? P-ofesslorral Regulation Building Colitill Hrld Product Approval Appi licatloori Detail FLOM?"li 9992 ant rty or Date perldinta Yersio coni vaidafto t,j"rri `DQ ADOVY&I Acistraved 11 A.. ­K-I Sbwe JaspiirsIan I n JKnl P E. 07f29P202d JM2,,02i .,,.'; "II'P 1ly111?i App,.ed Catayory I. 1 1:1 1 [&M 8437628 PE-43409 I SjpC,jjqorj .-,vat , , , , - ­v, , A Collpliarite MeWOd FL120470 R3 PlOdi:cts Qua15N Assurance AiDDlund 191,11i ill,1111=112ILM lngmet 2111110 Solis Worlipi:111i 4Imps orrl;irre profiled, tMcc rt lation Elviliril Ouladdo WK, Raslasont lansill I lfrunia T,u I i, 1,: i'vi"'.1I "to 14 k'oot I-paot8it.of Opaque I =I I= Yes, WA liar t L"t F U-94oa, %nato Disar X -riti iquil-ab to TInarma-Tru Fibaf-Cllll and <.Irrooth -Sul , lonal-,&quot Opaque 12131 Yes Yw NiA .;,Iiifte [>A,, tfi u. _41 r. n— mit-Tirt. Fbar-Clasw all Sirnroott—Atair Nominal UI %-il'Ot N/A Campoelle E,;I F lual@145$ 41u1111IC' t-II— w'11 III W hdul S468seS (Intabirafoulaboeng! x)(t), QXAQ come, jurabods) 4 01 Thera i f"ner-Ole-, -1, -4,, &4Is0t.1rrT4C',&q-0l IDPSQUO 12131r21Tl Yes yes Yes o0l, C:U,nr,,i Fill Fiereirgla—ikegrie Door Th-Nil I ber-Oft— -I 5—III-19bi al l4oll':;l I' OR"— 12031 rim Y_ Yes Yes 1,dA Door ,ath X0, OX or OXC I Trearma-Trultitmi-Ciasso: and Sirrocti-Star 1201 Q= Y Y" fqlfl 'Clin, poni 1,090 1 t4i "al JIud6� L"o, ".1th or Yad, 7 -4 it °!ri­th Set, Noll 6"39 0 &quo(linereoMqual Glazed 111r,rI_'U, o ,it ate L'It)e it-gl"as Slings, Door I IT 1,1 h 'l "l-i jn$:',:p Y, 'rpn 1 r ,lj'l'1-j I ifill 112012 lials Yes Yes i'I;A ConpDrilin: Edge Fiberglass Snjl. Lkeut fl, Sidieke(s) X0, OX or LA(, oonfiguniaorl t­'L r,rt 'S-11, 'Stal Nominal 6&#V6&qWoLImparsi16quC1 Glazmi WA Composite Edge Fibeirgion Dobal Door with of emout Solutions (wremingifoupsal Ax or Qmo 171 1 Thermal Fiber-CWc6c ono Sel SIll IIWIC, !t J.'t, Inlpa,r'AI IW31=22 Yes liters 1.111, [ I t t If 11 [.Iu­ I'll Smolli Nominal Mill 0 &qusAjrNr%fLt&,jw - sl­�l Yet WA Co.poMe Edge Fiberglass S4ingist Ckroi ,Atl 11idelito(s) (in —WOutmi XQ, OX of 0XU 12 I. TNerfrial hbor-Chill and llefl k,,Qt ho—tslial Blazed 121311= Yea yes VA _u, , .. 1;1e of wlfhout Soalinni r-, I jr', or IkArl oninfiguntoons) I cl,, .. It: ,nd SoLrill Noni S&Ma litiquiocleripj=14"', �l Y(-a Yale WA .�Ilif, i Flb.191— Singla Di wth Ifirl—t1quot SideRtal XQ. 0XIi(OXID isonliguraboams) 14 1 &qol Opaque, NIA 1111 f1bigIA66 Double Door III cf6q,iot SivIelirl a , (Inwssl/Oursaii j!iirp 115 1"'.— T II I.mir 'Irl"ut "IPA"Squot, opaque, 1 V31 (20'a. Ym veis e. KIIA i n r,j, e F i ;I aul Sh gile Dow Wth -a I(CI)X o, ' )XOY-,nfq urabons) in TII IF iwClR5641 end Ill lLu, N', 17.'.%q10 Opili I 2t 31 "Yeat Yes Sale E 15 III 1 —1, , ol IWO OoftumhDv) 17 Thwl R11-0 .... and Smooth -Star Y­ Ven, N. rIdA C,orepodifte Edge Fiberglass SongLe 11W 11, e.3!C.t­eri X configurarton) M&M `0 W R,,- N., 1 11120122 i.,,Iv f4jIt, I" -I Doo,,,lith Illy ­nN%0210"ro N3. OX or (3)(D Therma Tw Flaner-CiallasK andSm3olh,Stor Nornteal !j I I i "r, 702 Yea No 7ampowe Ease Fillsoliplus Dal Lloor am Or � 1� ,At III I Sirsighes KX or OXXQ 11,.l."i ZG I Thetwoll Fiber-Classwc arnDi od SIalli -Stae , " . Nurpinal 6610 &qwaf. Nut, hlwlyl;4,,, No NIN Compodaide Edge Fiberglass, Single Poolt :c Ir ii iino- r.,r i44 I', (I e,71 I lr,p"lfr4Y Opn'Jup Ye,, Yes NO i11, an nraWnnA7 Nominsl 89AI torl-kilon' li-lp-A&I Opaquet,k, WA l,ornposte Edge Fiberglass Double Door Wish or eledhout Sidelfts X(or OXXO winfigu'ari 23 w Tl,v uo I I, t ,tv and .ot,rijih N um,NW all.V 8 Glued 1211 Yes Yes !III NA Edl Fibowplass Single Door lims"rdiOutirmn X d"'"liZuravor) .4 2 lt:Ill Clal ' ""' '""'I IZ131,120112 'I— llr, I VA orripmAt Edi F I thei ass 5 rVe Door vA If >*, OX or 0)(0 1 I.Arated CNI YesLiu Nw L bit1,41— LlriuLl" 0rXr 04th 115 .ML 11 ,IIJVIIJI'l III- w IJ11 loll.-11j k'K ob,r,., z. Therl -Tru Fdaill-Clasill and Srhooth-Star Nerrilrol F40,49:0 Yes Ye's No I The infra Tr. Flow {inane and Strutroth Star hil—ilild PS039 0 N�4,ot N,,� a r,r I yes Comp Edge Sid0Ws)f1nsv-4nSifOurt*mnS X3 CX a CKC Y_ Y_ No Gamp*ate Edge F I beglass fAuuA Dow wlat of lethout swri In"VICiudelling, )0(or OKXO arm Version Nm%90cw— R­­ 20i0 MI OrId �and Does EI-I,tv Ni,, AI11*445 FL&63U4tSPrndu,f, liv-21I Model- Nuirtiper III Ham SERIES 420 ALUMANIJ M -5tGD SERIES 4r[! AtUNIIIIJILIM 'CC, 3 1 4 S[ R ILS 42) AIII.1 III INU M :-i{ WEINFORCIEU 5 SERIES 42DALUMJNUM SGO REINFORCED [LOSIINW-gla GM Iflit fradipjah Hantrislasural Ifs: lan 20:` "1 L:Ill .-faii lY , On— casoury E, .- f—, si,dicuse, gory! Setal Er,li. IN, c-, A, C,wW'Nl StAhW7 EWaillbboiII Report Friter, a Fibi R.916torodAnthi Or. 1-10ini rivilip plof"SyAm Elem— e,6,AZ,M_in,,K&Mb ft" t2glutt I Fill V hi 10 si Blia Verrill 1: real-DAMenfAiiii IN, C.alielill III D­ Eirientar ciangslaric. mob.*( Mint, " -W." INA f 1717"aria 641 Shple and Pays d D"s utowlti I)eItitfilmoril 0 KitiFir,ess & P?ofess,onal Regulation UJIdlinj Codct-, and Standards PlicidUct Approval Apr4irallon Detail trifftor cwlmg kdgmilLk Berm SUINger Lui Roberto I.Was Sterrett M Utah, PE all —IN X-1 Par 1 larz I a"i O (D 0 0 CZ U) Q) U —0 r-- 0— -r- 0 —0 .0 Li- 0 O > (D Q U) M M _0 — C/) Z Z W J MAR 0 4 Plans V at Review Assist In . __Z* Re ew Co .d M 9110 tere Fir"hillm Do" tot rnpleted arid ap, Vj*",d FSCAC=IW Allaull &Wpfila 'roved e with the 2020 FBC 7 Ih Edition by ra Anne Klahr PX?.jnj I Astarilorag tof Us In-jeo"I DII,,Isf, Noel Driallipittan 14 Mkdow Pitt I Outside ftl�*Ill r SERIES 420 ALUMINUM SGID 0XID 1014 No Yes Na NWREINFORCIM �:1.11" SERIES 410 ALUMINUM SQD Gat X0.0 a0124 N. ken Na I "t i,v NIIN-Rllfjci ALI, Xc XXI,%rillr,.0,!,% q­-4 $ll 420 ALUM NU[A SOD RE Pff ORCE D.KKX 123'1 r2a24 No Yam 14-%ill lianorders. Florida Departirnerit of Business & Professional Regulation BuIlding Coldest and Standards Product Approval Application Detail li I ,, : II917N I lovely ar pat, pbac&w go rAW Valtdood lt= Appeal Approved D.. P-h keirr IF "I., 11, 1 111."N I'll jn*�'AM I 2(j rill Aw".4 in. byll A—airadlitethis based UVAoa Quwcb tlldri Rffh=t "awn 111 .11110, 1 OXl U.. torght C4.,Irc I , n I rx pill Yto Yes -31 W-)III Illotilialo IN W of ew"Alal. $vdifal I E S030. Mai efitfil 14&*39 Max relight '01 turns 1 YJ 1 ='.1 No Yet Yet 430.fclfi ".1141 in too . W011roodislo swaitan 1 611439 Mariedlin 1 441,139, Mat Pool fAal 1201.12023 No Yee Yes •34 Il 30 ousilel In 1% M haKerobdooll atial Pbilda Clepartmor: cif Butilfirl 8 nrof 2alanal Requisition ri 1 ( I Kokin j C4 rclit I, I I r K I ril"I I ii INMI Product Approval Application Detail Inse, or Cursed Entalli & I K"11 Validated fA I —C41.11alrun rihaviL'esan xal"r, I, to p4ty st PKv I UG Am ",l Amucavir, Mill rY Quality Assurance Auxoy4dfof Usa Am III lot Vile Impal ProdiliKE Dissolution In KVMZ QlAlle. Hl ll."i ia,gos­ Flo*, Gai aid Loliplaroij tingle and te.liI of 1,31;20-', Y_ ralwnrelal Il(<rq Floini Depait-ion: (if 8wimwj- ° Piofivz,.ona Ritgulai Nagel,x2 U.Mil Cludicit, am 6taricipords I&=1 Product Approval Application Detall IIATAID-Ro _Y.W1 Yei I If awomim I Adesoned Ap,�,d all" Hitu"hon ?r, flni I Iedr; B-1 sivinter Arredmin Airohlifteaural Stinotin M tl PE I I M 7 11 IPTIC92ia 1127r2l" AuI 3'".3wo hills". folene"I _!I,er,stoo SuIrCabotiory: Single Hung a.1aN9.aQrn.d com ,:orVllmmU4Moci: C"eatian Mi or Loans A —ill 1K. I). Awroead for Use aerialist Lol ordis. Mai or . Name pl-ruot pf ii Il,E. Corenoul CAMraVon Dal lm Ill W149* rmdz Rosistm 172 Iflififlainge, Frarro, IQfiSG Single, Hlxilg 10MIllil Nia W 1001-64 Lintrinelsel Gloss U) L. (D E =3 (D 7 C/) cu M > 0 > 0 a< < Q) cu rn s< CZ CZ UJ Cl- SHEET IlIII0, PA 1.0 __ '. - " I I-- --ill , - - , :_ -, " - I, . I W1, - 1 I. __ - 1 Ill It 11. lirl,I - 1, , I Q) C_ 71cr1d6 Floff,ss,cmal 7,t�ij_ Departrr*nl of Business & ah, FIPI F"irisirl if f3iminell 8 Pirn!"kiswrial RequIlittior flondo Cepartmort sitBu.icu, : & ririlhisi, oto 1 1 141 �4?ii 10,lorl <4 Kii'ln'll 8 e." I d2 > 0 Building Codes and Standards ]"i, I " iij r- " 1", 31rij ',!,tra3f J: Building Codes a NJ 6tandards MI21)21 Building Codos and Standards 0 Product Approval Application Detail Product Appicival All adl DI 11 Pooduct Approval Application Detail Product Approval Application Detail 0 0 Entity lo -0 or pitu 11, 9 1 ru 2111S El or ;As 29, PA, prindirsa M I;Pt" .1kLe 11011, Pill "i V Dn• j, llulat Version Rebw­ 2cw Manufactureir T0,k.,iKT�C.RPPrwb­ Contact End inser & License Validated by j­l L, l31.11 Sdi'k.dt PE Ryan J. KJil P I 10)OMV111 IlIJIU Allrowal MIMID21 10MM2021 ALLw,,l 12M Wtr2 1il I 4peer­H TIA Ytmjw mitnuruftr �1)r 1 111 bidlotek 6 gop" yall Vim' OL&thW-4 IVZAantgful kowinfil all LM I I I i� sill "MoAl #1 valkIl'Xido slit -Wild .9l: All -Jr. A— lit'il _�Kliwl eAL5jO; 4�tt,,v 1AAAAl i*.�" Iwo&" �aCAMMVBI Aaaam ill" U) Cratellil Extoller Dom 101 �,A' -4 -1, - 813) 767-6%_5 AfkMIM X�l PS71moiilielos "i 1 1* Fis".c.d. IkI CEP MisliDd.ri VAL I 93,54102TJ I I AXY202NI I in vNzCV ApI­d FI,__V �11 _29 MI wki'li A I rid- I,. trill 4 IjI!hJ1 PE ldrkllffl:.'0�11 M70 Aw-r! R.0-, 21120 MI Wndorkii, *,P1 D-ii 4 111 1 �kkr "o"ll 11r=20 lla=20 Atooraid L) GuItCategidw Sill I Extelbil Door AssiraLgil ­. 11-1.1r.4ki ciftool I" ­,,, I I(lir) 315 C.1i,aj,k,. NI r I,, I r 1 culsorl " dorril Compliance MeSod E"Juationi'lleklPrilivir,li, subc�garr $.0, Hil "Ca*Wrr. Fixed Florida Regarded A,chii of j Lilill Comilildonco 0101I C kirldirkell- litill 4 LM,g ukk 11 Lk�il Crondkonlre mq*.a C"Fill on kill trial Profferew,nal Eni 0 C IFLO1112MI-111 Products rq., 0 Ik-lik tij 'j."I llIi iIIj. Irl"Ilill Ill 0,4 liiil lil I!- Ititkil"ry ltflwial "�kikrrd fil'-I Agrownregligir-gin limiake Derill 129LI E 2"t 1 #1 iOjal, "wi SuAVAMUM" ataKL210calko 990MKI catmugu-mt Mizell on V! gobi.9 1 Quality Assurance Approved tar use Apanowd rot use allm Pr Dow MWA "MOK 0( likking ltrf2ul Dil 0 IL99KL2n2Adw "ALILI k"LWAUM04' adirl Owed, fell F,Sltm fintseapt C Sairt X "I firodol'-hitinit., el, Ill I)­i!!Ptl Contract F.Peration, Date In Hvil Ol lie HVW litersestant prosel 2 SHSSOO ILArgat VnIdd "Pad) I F,.r. 731,0:i 7 111!21�4 Yik• IN. 1 195 eirl 71. 72 ni.A.I N... oamom Y., 1l "Al Al C M 1 a Thermo-7w Filucr ("'Irroll ktrid wk,ewl- ­i '-i""nel GIOMI.I.e. 121311= NO Yes I NIA 0 dve F cloor, 0 :', X I I"',f- -0 Fz C 1: TIIV­ 71 1, rilliwi ^­­ ji,ij i r.111,11r..1 if.I It ill killo"rll rVaq,le i N7111I No yes l NA .onfiguabl 3 Nominal bliall Opaque Yes f,lo Or Cliff 4 -1 Their,. 1,,, Fluor, -1 a11,l l 1. "".k il No York No 16A kiitto F,Poigil D, ItY (!*`s"bg)0uTseAkg, X ODITIfIgUtstil Nomhal W4 iAonrnposie Edge Fibetrig Wass Single Door ri additte(a) ons"naloutairrini XQ OX or CAI) configurations) 6 1 Theribrol Rber-Clasol arna Smooth Star, Nor hal U1032.0liquothrInAmpactitiqLfil Opaque 12MIF20.21 NO Yes N" "'14 Florida Departrinard of Business & Professional RegLiwition I"il, Pr! Florida Cepartment. of Business S Professional Regulatlon Florlde Deptifterill of Business & Professional RargWatior Clzirnitcalte Edo& leltierViar 51rig4i, Door Build rig Codes and Slanaards I1-,"2rj1I H. uildill Col 4 a r)J 'Jtj FIddI Building Codes and Starcial d,.Akngr0,,t.,wngL Y. -"LlIdIal 7 g. Thermal Fiber -Chaste and Smooth -Star I`,,cr­&l Opaque 1241 QOQ No Yes No firs. C-,,p- t. [-dye FIW glort i, Stock Do., -th Product Approval Applilc artion Detail OP I I Lic It A pp roval I A ppl I c Al 10 ink Ditta if Product Approval Application Detall X0 OX" OX0 ­rlijurotil 8 h Thel-Tv, li,tkiA.CLarl and fi-wild 8A I aqu.t A 0Pq­ I No Y" No IWO NL#15;l51I fiLgrallitili Lorl,loosit. III Fdiikkkrqi­ 0I Coor rol or rAuo Elaw or �us not, FWA,w go Enkilly al Fertility Qo krA ly Or ;)AA Il ftioll. um we�d Slitaltoes. (Invoing,k0unwrig, XX or 0X_XG T11a, JLil 111,I'vill cill 11insentriff & Lwm, vaIdwtqd By "Idaw Gulamiki MA-mirel AvoirPer iwa lia V" k1weirfattlim contest Enuirratir ill Livorre I, X.64kird w rilifical, NbmkLttd FBc,Amm4 Azz=d swim verwon wittivial !modIgaiallim A Licarksa VAH940d DJ vallibited 5l'barprid , DO Agargival i1exproved ­flourabkr­l .1ka 9 I. The"liiI 1 " i'Ll I— Ii N,_Uk%I 010010 �r &q,.t Iij., �iriqart&quctt Gazed I III W22 No ill NO I'l 11I I'll j... q­41 WK­,dDKaOWCG,CFR kAkkn*o.d. PI lAA I IAW2020 110!1l 11If11t2G,`,) Ark"I".4 R.._ allil till 9kd,id-.,d [I-, Or A� M Ill I NIL— i PF It ij­h, Pill 1rIrlICV2,);YI 1000 1 0111c W111,2020 '1211!4z2o AW.Ord Afrobluire tiriM PCIT kr4l,,litier, j .. R...,* bftrd.D.,* DCCO CER MWi�D.,*S=O.VAL limr,020 I lA',5,7iIQI in 112020 ALpi,.Al I Ftokil llowl. Docir li6t) )l l5ii,, L..Vnry IVkr-­ XckrXItqjW,,Pnj sabdilosory. LiLefns jrl I, T ner n4, T ru FI Call and rnuotn vat 1,kIrtrinal Zqljot Ni,tk irrIpiXtIscill Gliused 12131 W22 0:,rrfriikwtu, El FIbir 51ngle 0k r V^ P,IG kies t'ji, I,?A ConsAlkal 9$4hoct EIrilkwalka, Ril lirl K FlioAl "eart-ol r Cakentlimice Method: C.ODaa. Mare Of Likil om K, 1, ol Oxcl bisin,kill iiif'�,, t I I ILI- I -I I "."i. faqw ti�ll, iitl�,irj lilajAij "I Yes P40 l GPDOV As warackes, Anialkil lar the A-I,OV"[.Lfta Im­l goal I LAM 5115,1AS Pkilfi,l Cawrit kl- Alarand tor Us, Aolol-011.u. broad Dwim ,,,, " r,­:, 1 '19, 1 " cosh ril PQdtid 11100I Were, , lit-rdi"I I iiI Cwtirdid eakelkill [1,111, bri Hinz Walla, Rgda.A peruw". P�ggwmfxm*Abor Nam Pledia pmeod2t CaWaM tm*aiionDm in MY" 2iA&-Iiy-tjz It Pir"aill Wit' �I if :.1 1.1lilli, 11, MtPjI, 11:l Ory I"! I., Y_ NA twourprel I Actworold rot Ust krol 1349sw 1 Vcdcliks lie All Dilorkit anOrNindil Alunklment WBOM ollir"I Y" York NIA writ,,jural Libi kau�u_fkl it, ir A, -lit 1ju-Ii roil NIAI Q'ItOr 7, 4 ��j I�Kire belil finusill 12 L The, bris Tru F,ber-Claskill and Strecorth,Stier Nontirial 71JO3Q.0&qUQtNlLk1-ImPMCUW­1 ki i It il "A ry Composite Edge Fiberglass Single Door �13sivro/oLftwing, )(corkligitatipik) Tt-­ I,., f,l I f:,,l _1 :,p.,J?q­t qI ... III 1 .1031 r2ci N. Y- IK, r4l,ik configurations) 14 1 Normbel 88011311:06quot,14for-Impoedquot Glareill I -, 1 re r Irlil Gorripol Edge Fiberglass, Single Door (tritswingrOLAswing X corifigiowtirin) ­k­ Tr,, r.­rkfaltfol Otiquot Glazed 127,' 1n)22 Nil To, it 4, 114 Florida Department of Business & Professional Regulation W Florida Npartnieril of 13,ts,irl 8 Ptefessiiiral Rotl 0 11, Flonoa Doportirrolikill of Business & Professional Rogolatiori Pop I Or2 16 p TrenbwiTru F,ber-Cliessic ano Siblooth-Ster 111i;1111111_. No 11's IV, Nil Husking Codes and Stainclaids, [kifldwig GocrinsaUd StarrinviII; M"I PAIII0 '14) CG(k-li kill 51111fli1il WIll UfvIkokl Logo Filbarglass, Clml Cxxa e!l mhwt Sidelines Product Approval ApplIC &lion Detail Product Approval Application Dili I'll oducl Approval Application Detail w mrifligunitions) 11 ,Theme. here. r,Ij haw Clesso. end `,bdofr Stil, Nrjrnral fulArX66quattion-Impact5quat Optl Ccerpol Edge Fiberglass Single Docl I !onikom (Inswil,900urral.0% OfXPowktqL,l ualuum I,• :,I', Imrkrrlrsal Oplil I, NIA It, w Dark "t QAoj,"K" DS# S212 Cr&kkf . Viver Painting Emb Pit 21X 212 20 U-plowl El Fiberglass Single Door with I 0f.X0 rare itakirt- makweractij- H Lorialen 1, 11, 1­ 1, IN, 1 V " V.A. le 'If SLOW', I I BLi Avil Apowl 411dw ki, -I C.111.1, linktalsker A Lie- riallditaid Ow p F RniJ Kere F1 C YAWkill albittd far A-mysi Apariel M(2t Vali :1 lik"trill .1 GAF Pr It Drialkniff 4 "i niter".. I vitillO00 %AEKL PIC Aadvell Ativa"d asl 10AXI 121151Approvedi'i9Ijll stam 19 a Thermal Fl -Clasw and Srr�zhl j,, I j 'tra I M I 2T_1 No kink rC, I Ill nr cotlkwonl .-I l 772-6Z24 ULCCAkoagy' -.O.t i C4WIPIroe SN4Wkod: EvOluallon Report ftum a :11,111mill Hood wild Sit configurations) I. I' iti,, I, kill "I'l i lm,t LPDI Flo"It, Flolill RegstarkidArchriect or a Licensed Flows t 1 1­­, 1,, "or"Inal S&fi3gro SiLlcirtio, Implacmdruct upwri'm I No NIA PrPr,tkr,D, Li,o­ Pr,Ywrsxkl E10"ol Plowssiorkil FrOwee, ,,.ImPoW F Ill F rbl Ixkk tEar gle Door, kil Srr" 101. Il "a r ll I'll, "": " � r� I;( or 0XID FLOM NOI I f­ 1 1­ litvi-ift-'rl Approyl fl Initill Vill jAikkatrcls o"[4, A,_,,,d r,, 1j,t, 111-fumod I� t1ill; I. FtMENZA-R21 PNUb,I lailklift As $11, kil A Uffertl for Use Atiormindfarkist &mum or" .�l U The�TroFiber.Clo"xanCiSnxmth.SbaI 121rrIP�!U122 No Yes I,., r Nuipwiff V.. Difirrif Proddin Doamol I lit"Arrii"If r-rl i ll.� ki'li, I K. I Pr"­1 17", V.11i? �'XIIIIIJ, -ki ""I RkIll 2titm r."', ftgod (;�mpoLts Eclat Fiberglass Singe L)ry o 11 SidDreel onsilaingtOutsvilbli I a UAC, liblilr-mill " , ql,4! y ri'd:r1 I III fie WA GridWo o tee, -1 clots ,022 No Yes IFA VA Hood and SO mmigontol j4­­rk . �Il ll ­3111 Ian I l6wcV,�,rtwuoks :.I I "d ""Il i ,--I 8&039 0 &tl l lirripactSWI GIvr,d 1 son vem: orlild vil f 11 1 ql1 I No Ill -wiltir E: due F.ti g a,,iii Simple Door'-6 1 d Iri'a Cil Sol V-t I, rd,d VI 5du I Yes No III XOOX a QXC 'haft 0 kA-.. V.01, r,Q,,ix:C t, Witt Or SoLd kill Gore 17ttlIQ021 No Yes NO l C I ,-,I . Sold vil 13.31 12,1 tfrrrz'�l I'Vs I NIA 23 or 71wrinal Fible, k., �1x lf I jiliq", I I "Inl:=T, 'Xiaquo IM1120212 C-1`."'Ll z r}jfk hL­UI,­ 1 xx: 'I el Ponfigursticirs) Noni,eal Stul 9quot No, 4;npaoWqrl CPhl N,, Yas No air, Fdl FRiorglik- III Panel orth Vortiorta YY1 Y." or)CI 21, 72N V "1122 "io NSA Florida Department of Business & Professional Regulation f9oficlo Department of Busaress & Professional Fiogulatron roof I If' Florida ]"vtl r:r hLLS,nifillis & Pinkeislonst Retguletwi pore 1 at Butilding Codes and Standards, Building Codes el Standards 3m, ding Col and Standards fill 20 z Thernial FlOw-r-AwkilikIc and S�,W%r 1`VorarfaIft#-Vo4lquc*N.n-I.�,l I 12"A l2l,=, No Y- Compo6ftEdge ForrokeaDow lljrlills Mil' I11111"ll O­Ainglclukh-AV, XX, XXX I Product Approval Application Detail lotioduct Approval Application Detail Piol Approval Application Deliall 27 za. TI-na 1w F,l I— ,.rut II $rll rkmacigol Claired No P41A k­.,Ill'kill Wi All XO Ox (A Qu* Elril ir Dolt ;1i pol W-1 talislLiR pitirk, P,-Idl Pro cowt, am Pmdw gn go -I "figurall Qlal No yes N. 'all Y,,,- kill-f-w- colill C f 9 ir-mir Vm%dlicd law Validated Submitted I Accra- Acial fiw" virtill Parkir"Itw com act Erroll". A, I.Ii'lill X-IVUuI MAIE"Ifl. aullit'juild tZl A-eektild stmus 11I YtirvRi" Alk"Inkswar f-A-4 Ar011 A Lilikkil YMN92L& YMIUM 16%v" f§9±99nrd me" Ci:ir,pasinte 7drie Pibekr;�Kkis riolible Door well Kam Edork P ol LIVmi'Vill •11 7,s(l 111s"70 Rer.om, ?"2 1, 11 TNO",&v Nil,: Im Tri-p-lo,rl Nlritrichlikil Tory Clitillitian zRov"IR PrOw Stwil H 1*1,1% 1 Mill 7,20ZO 09111fil OW211020 12115M20 App-Did Reeilision 2ow Flodds likift Ptioduch Im CIO* jorl J knik" L Shiciner P E.@ $I~ M Urkriki PE MrY2020 ORl i':i­j ,rOl _­q I)XXO 1417,824 6544 FIE NNI P. r­1 I I"T, imil Cotilarionl oilvil (flo."as.&I call coliel'oll contrit,,,ill 3.6r.1.1tory Undefti-Plik Ur: crin&nainc coast ciarneflemokocom, PE-31242 i; Thl I Floe, Clam, and Smooth St., NO ­,t I Pill CmW,IanmMethod: FialejororkPill t,.­ Sidaribil Qnskiffingloutrikking XC, Ox a 0., A,_k­ 30 zol I heirmtkii-Tru Fiber -Glaim ii and Pni �,tar xinfourstiorks N,,nkrkal 8x� ItIlt 0 Aqul i I pkw1&ql Glazed I No N,'A Ergirilkel neitskoral Erok­ ...... Vi C-P41WI � IJP `11150r�ll­ r'IlAIA Door with f6tlil 411l" I• 4 wilvi,ri OCAQ A-unial Us, Ackwored for Uso kmo"t coill 9,ixgyAsgwmmt Awwwredforuse, Awrokad for Use mmm pooiw V 31 I-Il &*I, i I 811­t I I'll). I "IP.ClUtrikou, Sh2loar 12SIF.2022 1--c-i-r-re No NIA Ptg= DMAGII Cilintran L.Orkall. Day in rivitill ol L40t irl &JAI loms- wi, root P"Vid too" N�n. Or lism will r AL, O'll Illegal ankiirciegg 0,14• linwill'. 1 paal a"Mad' in, b"'In, .broill r:V r Mans al RevieW Assist, ift i viit, I rrP,..I 19012 Sdi lee Y CX 'I 0X0 latiol Rooll l l - , I - ,, I 7,l Fix Top alt-flial Vent *V "fie its T)i TAMcr0(e-k*rkOi*Y.rx ;Q P4.1NUOIC I Dome :Spa. lj" R, r cOmPliaiii, i w completed and api judsddknaz 7fill off-RUUD Rod ii,onj ,rtt, Us* MUD "I: iI NOA With the 2020 roved by f 0 7111C.11-11 1�111­11,,,. . .111 IILIKII low 111, 2il Ik�­I,e,rkIl11nr l 11111 11 1 1 F8C 71 h Edition ra Anne Klahr PX230( Florida Department: of Gus nl F` Coo 7�c,-Aatloi (I Florida Doplareniont of Business & Professional Regulation Pop I as F Il da Npallllle It Of E L,$ Iness & OrAtisslo -a• ReqUatiov P.O. I Or I Florida Department of Businow and ProfociJitonal ROgLllr)ti0n Bulilding Codes arlid Sta rk,1.1 1- Ill Bolting Codes and Standards Inrtczt Pii,lo ikj l-,l rf,A c;!rkneaTds IMM22 Building Codes and Standards 20<2 PsodUcl Approval Application Del Rf,xbi Apff.ovai ANAlcittl Detail Product Approval Application Detail Product Approval Application Detail F I 0,19[17III VD- I ix A l S, o catKa letathirrial &LILI -"0L Kal Jll J- L BIlidin. Piz " ­ I I Pk4 4 PA* MteALd-iV 19" Vial elij 5i"q* 1K A-Lurea Almati-ld &,r,, 1lgf5:AII­ AUbft,,, Rommel, 21 1 P'llng l Kt -alet-, Pill Apri 1,11111111 -,1 ,_:I:]i G,Vr rO� Al, r-itil PAU JO., ­n! coda venil R-Kirr, -'Um martuttki;W191 I local P1010kelid, PradILM L. 1- ii�ffl IV (.9 11414� Errigunim & uglintq. VoIrdall B 101 ill it- LWO Dot. Paqdi 04" ty"I'dalod Sj�mttl FBC Aptofoqi� Aci,rijiyo Itill, I%IL9,r-,1120 10POKI f-III!7,12TI.icl SLOW Appleriall FLIIIII520-111131 9= Pit!& Status I LA" .;rPE-3 I N2 r1l 111 1 lrel.��.O,l U--l' I I Call"orki, Sk�rl I "A, I. T y.K Version MartUfaClUrdir CrOntl 5nL �C_ Enalneer License Validated Submitted Pendin AR2wed 4rrrC)ved 1IW6QXI0 1002212020 FEIC 1 2A 9r SLOVCA pery R-Ar­.1­­rl x1i 1riwe, Ill.m.1d E",,allork R.pW holl o P"l E-ll ri'llity Pliblorkworma4barl In StitiCalk"Ork, Compliance Methrol Eral Re -I ri,ii Fkl R."tal ArO,l ­l I vl,,�jl;r[ p., Revision ln-'iC Lol i %W v kilwit, Cartegory: R.--oling 1 Robed Nieninkinen KarzI Pr ,111_ RiPirlda Rektilikerl Arehkl ir,r a I 1 ­11 1 1 Subr-a"gory: PF 5qlaa (954:1 W-6224 111,0112020 Lilian- FjIIIN76 R6 Products Apobtiverdliork.11I APpM�dter l,Ikl It" rk.,t 1il*lgfnr Compliance Method: '4"Vil A­g il _Uji. Dwart Del �"t Ay _mac is at N." "Or &"It Cod E-01-h Ille, L-1i RMP�rdflftDCAVW CO Prokdl,c- minirl qv Pol c4aralfteAssurance btract Expirall Date oiiescir "ki In Ititilt fissisiglint Proital Evalual Report trod) 06LE hig" blem "kinjuvir it Nark ftall OvOcrivil ponkiwitif wil Storm Panels retained 1 Irl 1 Qvzi Y" 'i'lls N,I A a Florida RegiStl I D­k-AK' DA4 7PI1,91I [lack -Al DA-4 L- Pikfp,"1.. Plivill f7 Sol sw - Ski. �Ihske Avier: rort sk.ke Pit, Protir - Slorkiloo CA by trark, to rer-de hurricane ri,citacuon Architect Orb Licensed k4ohwitill APW,od to Pilloll la Savorily WO - SI.I. "'I"I stimp "Oil %,.k. 19 'ietil 7W - 611 Stwe 6 prep roll Stake Pit, Friefill. - Ro0o, CA Feel Profit Storiklitirk, CA 1-17 V2,72C :I'l 'i of. "1 .111' Ca errIqt bilk tral w prml hunrilano protection Honda Fl;ctet;sonal ?k? 3efrxry TOO - eilrolk. &16 lirl 5PII 27 I'Vill Priori. till Cki, li,1a(Y20 iiigh kirrill. .;0I TA 0,3110=0 I fl. t., ylrI lif. "I Nil, rill". (D Engineer A Vib L-Flaille Kility re 12,311roD20 No T., WA Ill FL#52WR31 Products atomyorrilfor U" Infirdid DiAgn U) 8-0 lieloduell IO1l Nurriber or Nal Proaxt Dwilil Contract lilliSration in MM Dale ourside HVHZ litivislark Pmss%n I Polifill Ro:f J- oerlsyrrkl Rooting unJenzy,icri 13r21lil= No Y" liNIA/I Polyglass Root UnClefbyMtftS (Hlikl Pollrolass RoofUnderlaymerrits (tion-Hkill loolinglass roof underiaMents; for use In I W. I L Til Yes looftlam roof underRniments, ficir use 0 12123r&" N., No NUA VA ll il 0 Ill rrutr, HVH7 jurforlictione IC7 Florida Departrineni of Puslitl P tifkr I il qli, 11) 1 c�l 1 Florida DoicanMet of 15(islinteirs PrOfoZIslilral Rogulattlork Florida Dallas drrard of Business & Pirciliessional Regulation if' IL il3c. ", oeklaynl ItiMill I Pal gin sroX und"lirents; fortill In FBOI=w2023 HVIk47 fas"i-li-, No NIA NA butting Codes and :,lijllddlu Building Codes and Standards In ace Building Cod" and Standards alp 2 Polyglisfis Roue Un=sfymertl; I I x t rie r tzi Polyqloss -3,:, jrIerI,,Y-1erK%, xf J',* 1) IZ2312M NO ll norPH)l wikrliirl 'In , J!"i Prod i Approval Application Detail Ptucluct Approval Application Detail Product Approval Application Detail I Pulliollarn RoolUnderlatiner IHVHZp loolioliass,00"will"'I"Inwiris use Oil 12;236=3 Yes No IvA NIA F-LIP11i 2 Pulvjll FoolUndedayments liork-Hil PAyglass roof uroderlorrients, for use It, I z'.1 30-2101 3 NO IF HC nab�HVIHIZ t­Mcflorwi Yes NIA kP l 622.5 cock Erl l n- Validated 6v 2M P111 Deco Pirrydino Dar. Validated submitted FOCAPL)reva 1_, ­. UP j1j_isI_r rlbA. it ri ON I Wit Dift vm".d 3"1]dkkd Deetft.kilist FEIC Aar YM Dolt Am,,U Version w!"'Iffal VISA Am auhn2m aye amp ESC A -,-A Attooroad Sam Polliglast Rockturdedayriments ri-rill yes No iw-- V"I"I N' .­!,i;-h -1 t.1 CQ ".1, ElLin!,!_& =­ n'-I P Ill Part- I P E T P E 10l2WM2r) KD15tx)�() li)tlohl .:r L ­ik­ 1,Ll ,"­v Pi PC lkkltI1;NW IWItiI I 1A]l Apploll R"work 2020 � onmril Comol ProoLiottlitc "Pool John Halt '43 :la IZFIW2020 I mel 12rWN20 olet; F13C Awl, Polyglass Roof I derlaymertit (ron Hill Hil jursaviwill loollyglasis roof Lordi oym ergs, for jr�. It) No Yet '4A -i,UAI M,,5 SliitiCatogrion, iIr)rrn Pill k.. ILM-1917 cidolkel arwal Corr"em Prollwas Introduod as a Roault of finiossrodarRY.Dr- centZ3 FBC jLjQlj complik,"ciekileirrokc! . ...... N - Teorkboliogri, Compliance kitallod: Ernivaw ADPI rrw lik-I li,Jr ll Registered AmInitell or a Licensed; Fickrkja a Floods Reg1wheirdAmliftel a Limited Floddi, _­rk_ P,,-A.IFrq 0 FLE 7169-1 Froditil C ow FLOVITY441till itkilurril L.A. uualltvAa%laaoe Ampriginew rot Use Aporovelo for iki Impact ft"�et 11001461� I X1111I P'll P-1,10MI141 :,IV .11 f CID rNt"n DO, 11 tIt'll ;Olj Off I firtfiffAlne Pines 5- is Product Modell, Number " irl Product Olescr$RZori cliN, If act Exalfatioll Date to HVHZ Outside Hvil Rgsi,sU�ni 'rIll 71 A-Dil l!i I'll '!!1" 11 . I'll QWMLAU� A-arkad fia Us, Ap-mij In, Use im,� Detail 1 24go calkilemelad Stake: Stornin Plil 12,31)"1 Yes ye.� I�A N I ii -o%,Crk1PdrL1kkVn*Nl mine Ff*da alternation Contraol lisolraton Dart In Hill 0,0111, Hill R*6LUait Fiftsill < H'A 1, lj- I; Nh!, Proicalp and Ofir"Ircelotl Corl Liners W25rW24 I till'. U) cu CL Flonde likepartmorill of Bdy nc4,, 1, Professional Regulation Building Codes. ard S,.aroarlds I'll :opa1l rl BLit. noz:ls & Professional Rogultatiork 1I , ill slandael orld) -iliclootrwinl, of Liiiiir EAdidi Codc.,, z, i-.l Stond,,,Ai: -0 Product Approval Application 011 Product Approval Application Dem il Product Approval Application Detail I I Ball 2111 299 alLevii1mu 9�L� 21111 20 Date Pwdm 2u Silt 'Veril Ifienfi CUBLQL cial Cmdmw A Licenses V I I AAA am I'Dr! Ill kiloworkill V­ ill 4tryfimittil qql 4 I.Likirdij V&A4izd 940st4 191C Aeorgeol Ackil li, d'dir", a, YaHiLl roc Aimoil AQmwd I= MITI inc Q`w1Is01l 5Y.Oliall i 12,"L, jW allw Spirli LLC 7", _1 LLU ko,Al 1.1 -x I'L .1 L"79,0 1 '11120 20 110071:20 Kroll r"s, First. 199.@801 2.4,cAl S.Tri, Cwte,'Al 104111il 64"Ite, Rill ficil I ­.Wk,l i�"Nfwl Pwwen H-Port trine arm fl,orD'llor., F'orreirk Am Off" to[ &&Emad "r Ill In I -mil e.up wiranned Par 11" 62U22LWLft itill Lk.", 1-0 * _0�_ 1 A-5 A RQQKI still Hil 11 ki F0.1h."i 0", 1 ;-10- NIMAlz 0"9* ffl &AW-111 1`111-MI I 1I Ni,rePre st 14AW cvvaa rwralko"I 11 1 Nall 121dit, V". Priesil 0I All, I I ill 1. AQiir.nqdh?_,l M15AH9 iril:2 WA Parried, FSl I isirl ZiIiii I. -car il 71123 r. -ttiva" Ll 116gii Oup. Ito alkil �11 VIA Innher'lar.rd L 5L ­ , l I,,. - 11­rl I "rrill- Nir, nos �X Bill 16 16," 121 12k,211 Y" NA NIA ,yard ii, I �tr I unit, r,x r]-ntrelZirand h41, C I &-lei, wood SHEET NO. 4 I'll -H, 1 9ar rich kitworim ". -.1or Plift z W7112 Y. k­ NO,, IVA li'll, If -If R111 boalu il MT2004S )'k V lit'l fill 'Ptlelor rent Y'k, trit 1, 11 5 Ill till Ockild Net bI MCI 20�1 kN i TILlis I TL:; WX wil Y.. luti, August 10, 2022 PA 1.1 11 If ! - I I I I UL U 1 I I I I Florida Department oiBusiness &PmriesslomalRegulation naps, .0 RwWa DaMftwvt of Business & Prufessilonal Re Wulabori Honda Departme" 01 Business & P,v ional Regulation papblell Rodda DepartmeifIt of Business & Proisselonal Regulation � , 'd I Bolding Codes and Stardards gntnm2 Building Codes and SwIdardia gIW2022 8uOding Godso and Standards smarAm Bulding Codes and Standards 116,14am Produet Appraivol AppliesIllosin DOW Product rows! Application Detail Preduct ^pprovsil ApploomrtiiIfori Detail Prodsoct; Apipavel Alspil, Distell FtrssssAl PUP"9*M FLMWWR4 Cob CANkm 20 A* Dmis N,&- Qft 11111111 OdEram" 0" COkOW ow OdL?,Aau Q1s 11111111111A 20 Do 2dLas" 20 ��Mp Ii-maw 4 Liss-" VOWPOW 16111,11110 FK Astbond 111110" Np V110100 RW-w# Lhom" VA1111,10011 W#101iod *.bm't"d FKA Appop $1001-0 TFOO VO-- 100,Iplo*4", co,*Sto L4-w 4 L'W" W044W SIF *6*" SA to _Aopvf# Tmm *m1lip, Ko"lpqmwq, RO-Olm"Or-tulf." VONOPIP0 #A~ M-CAMP"O AgpimpiW "Ift Allowafth 2020 cwmrldon hoe 4"Oei, semi W1100.0,11r)MI JWAss L H~•P-1Z Q OrM40020 owl OYAWOM AVPMVM Aftwn" 20211 Assm oxpomoo� Joe mrow aprof I F- - P11- C C..14rjCZ U�144'" MW,2U0 Ag5--,I �Oji Peas COTON"o, im K"O.' bpro wm� O'd Ow JWVW L KOW, RE. 0 CT4'14Q= OT1144M 014cram Appmod A&MCM11 2= Pt If co'pmm' Jw a 1"do Sand wams" Ir T F Liomr� PE. LLC 07t?4*= 07"49020 W1227M epPOYetl C".YW"xi Ro~ MWVbMW ASOM IK- CA" Pvkowft Oomsqirr. VdrWOlet Roerw Ir. W100.s Rop,eo, MM.%=.D,A$WolgtO. CHUCKF,#,amt% colopqrse WmIme" FINOW0,W PF-MI35 (561)025.4455 4-60WA"r. 0101110 KM pdil8214M (.ft 1 I a - ."27 SubCobogart 81-VI. IArrp (6411821 MM solocalmosiry. fow0 *14 1) 19 1 -ISAM (WI)491-"27 OwAmsalt pod Mil') W-8000 c4mvemomm m~ cwmkoft. Mork 0, L**v spgagam OsrmplimIiisio OartsooWn Mork w LVft peappo*AWPP-Oepo Cqft$' c dolbed; rA,101ust,or Mom a, �Jtlmii 04swao-a, " " pwalusunmewftose peftmodiials"moosifto I atern 119.0" 10 opn F4wdm 01"NaMArthilmdomrs Ummen I Fkm I- r1#j1MjkIkI2FMW— Z69161111SUNOM DismialtzaLabo pe O.Olf-riahmeer amsioA.Wina 8jgjX3j_V JLU AA*Mgf ti, U I I ROSE gaNkAnswo U-0-0110RUn ARUMOOKIL111 taNad Do" GuMALAomints m 84OLUSOLAU AWLMNAIK-UM IRMO Doom FUlMb.P.4 Pm&,Am L Wmomr" katims r ookuawOfNon skm 2f m."m10 Y,bar jr p m s"d lrim" R-*A44 WVW AR"mormi Apsm"d rV u" "m wft Ibl1vr Swwv ,4Nv H,IgWwo- 107-) (170m AA No Im I W40 110. 10 t.,aHIgW,. so'. I'e i b"h*HwqW m MC21 Nr Y. 4. �0)1 e&p.I �C,1� 12k 1W W� Nib 79r-75 111"a Pr".K rmw, p'-w 0' m— "O"m OeseAaNer1 CqAMW %-"is- oso in 0 1,W "I" "WA I'Ve"Oh-t 2 Barba lOrA XIyr FleAxnwnma aeVb MYna Am Wo po'b'irecii 4,66 Hung I., OW102M7 No vim pft 4400,40 2 peas 10 aido si 144% wnww W i W Mr), Kor6""V 8,,,* Hung Wroom m-leWW wo V, 14, - 41,"', 1 SW*6 IGW Mm F.W.Avo. (10V", (WD7,15OW Var Y. 1b .29623 1 tWes V2'klmnp H- YdO OdA612W, Ym Y. 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III i i 1 11 11 1 n? el IRr,r 11111 1 j I I fllpl' I I'11117 I 4^1, -_ --_ ^W W W > U I- • p 9- pp St�ron Tseedbe FBC Approved Products �f" °° 1` 3S. �" FBC roved Products • pp p g- Simpson Strong -Tie Toe „"'''S0'' OTP Simpson S g- C Approved Products �pdatet, ',:ir�zt � Simpson Strong -Tie 2020 FBC Approved Products Updated l2ryN::U10 �/ ^ O ForSimpson Inks to �.a. br,ir IA"+1 �rN r,,,,• r,rltron r�Tietr2024FB1{ Ili F t a tlIC.'I Inks O all Ff87 frY,re1S Isted below, N H R � as ^ T•t For additional IN FI cl A . > W 5 m .. Mang -Der County sRmatfrxlf OrlrJa'a BlMewkle product tarFGef sgafaFg F ) Notice d Acceptance N C CK ME P OA1. u f;E. -Ira . Ad[ional tnfamadmr regarding FIdG,lawfa:rlvwn lie Rorktct AlA rowel ., s7erro arl4 Mann4 r.. •::�..cxu�, e9 y Pp Y 1 hu1r:,. ,. A :,-i puce 'h.,.•., _: - .. r a ��.r� �. ,+, �� u. � ...: •, r. :, r,, �rl Al::, !,�� r,� ��. � .. � , I cx ridni, v ra da r,ri,rix 1 • a u r, 1 r t 1 w, , 1, .ri �� , Mr . tr1 r,i n { H 1, .w, •,. . . ..-,r, -..Florida's� l tic. 1 .. ,,, w..c,, n rice h, a., For additional tnramatlm regarding 8tatewtde Approval F+1,s!em and McM-0Dade County NaUoe d Acceptance (trOA). LUCK HERE, �,�/ U I to FLN2335-R 7 FLN1lX46.R6 FL#10R5 456• I' HUS Hu,;C series hangers Fare -mount harignee avallable in Wdths ranging from 1-518• to 3 011" and noghtA ranging from 4: t116" to t l' Concoaxic flange 0 Aiii Product Model. Numbor or Name Product Descrbtron Product Model, Num bon or Name Product Desgaii on jc�cr k Product A4adal. Num Ufw of N,t Plc Product Description :erston ;HUsr ! av;,thbb'or modols Inav ^g vrJU ecuol to or O 1 Titan Stainless 51"Concrots 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw I A,-' A', A3-j A34 A !• A4 ? Angles i LT, BT13. L i fi L c' r-, „e etr that, C410 Q _._ ' : LF'AS I, APA4 -til. »FVA:' I A `V1,1 ,• r o'Af, !-iirdcor Accents Anglos 2 CMST72 CMST14, CMSTC16 ; nH.d Ja ::+ 12 IUS genes Na rigri S Face -mount hangers available In vwaths ranging from 1-714- to .;- O Q 3 AP844, APB44R, APVBB6, AP806R, AP1388, AVLE+ , Ai lJ' J A 'J` . J i 4,, • V A...eJ'., sit 'aces 3 C 714, CS16 C518 C520, C522 Coiled Straps 578" and heights ranging from 9-114"to 18 _0 Q FLlgBBA-RB 41':1c.'44P Af"VFs6F APVPF6R APV888.APV888R,APVB1010,Af�/H`D1JR 1 .-1" ;'`,I P'r Cc6ed.131 13 LGU32 5-SDS, LGU383SDS, LCU525-SDS Face -mount hangers }a _ 4 APU.:12 4 A _ _ _R 4 Ar C T 2 6, APDJT2R-6, APVDJT2A, APVDJT2R--1, APVD! i 2 6 A:: , It- r-• .c ,. wilt ;r r ,n"' rn- A :. o . 14 LU24, LU26, LU28, LU210 Ivc:e-mounl hangers 0 (10 ~- O gin # Product Modal. Num bar or Name Pmduct Description R APVDJT', 6 DSP, SSP 7SP :,. 1 r-• t, 15 LiLUC2107 Face -mount hangers E 0 1 5D19112DBB Outdoor Accents Connector Screw 5 APHH46, A='' -I t_L4t AI_i it ,. i. AI'i 11•i16R Outdoor Accetlts Heavy Harry to 7 Hill. H70A, H2.5A, H3, 1116, HIZ. Hilo.H16S, H16-2, n1ti25 Huut,anie e: 16 LUS series hangers Facie -mount hangers available in widths ranging from 1 16" to 4 � 4 % U) L 2 SD9112, SD9212. SDI 0112 SDI0212 Strong -Drive SO Connector Screw 6 APL4 APL6, AP 4 \P,, R, AF c':I ? hP:T4 \ V-,= Outdoor Accents L and T Seam-Io-C�olti Ties I +,T II.;T '. OCT 4 Heavy GirderT,edown 5/8' and heights ran gng from 3" to 13-1SiteY• (n 0 Q SD9v25 L921_SS s4ongDfusSOConnector SSScrew r-!',-­2•:.APLH14RAPLH2GA•' APLL':•, C-tdo;,rAccentsL'ghtHanges I:.-, Hurricane Tie h!CU3.9350S,MGU5.25-SDS,IAGU5.5C-SDS,MGU5.e2-SDS,101GU7.00-SUS Face irountharge,s 4- 4 SD(,F2?4.V4 SDGF22512 SUCF:'.''i14 SfN FS2700 SDCF22858,SDC;-221014 7anp-,r,+nSTK:PrimherCFScrew F,'.':` F c• •, A«,r:,:fie :-cinirror F .', ),I 1,, iii ..;1, , Hat,'-,SC1.3 HSS4-SDS3 Heavy Stud Shoe 'it till . ao-Mr:,,•firrs Face•mo:r,thari:tpraavaifabk+r,,widthsra-iiifrom i-lin6"lo5• �.•^� Q SDCF221134, SDCF221334. SCCI -17163 b ::L>l,l Z'2:SGE 9 LH 12L CA' A." C;pnc:eand Beare I c4: F;1 I is I I! I , I;. ..; SUtnwlh, Straps )J and heights ranging Iron' t3 VtQ1 to 19 112". SDCP22434,SL1CP2'�12SDCP22614,SDCP22700. ,rr, ;','l�N nlU<a'2xJ12, Strong-DrmeSlX�:flltnt r•t,:S .�cnva 10 CJTV,C.,T42 C•I`,Lt.,l(r:r' Concealed Joist Ies 12 HTS1ri H.1-:'iI,H'".-IP4 41 ;1'a -r l 19 MilMIJS25 Facbmounthangers SDCP221100 SXP221134, SDCP271400 ,;DHR 74Xi 1;[:Hk*-1i614 ,I)HR31400,SCHR31614 Stong-DrrveSL'JHRCombnd•fe ,J:irr.-•,,, 11 12 DiT14 DS Deck Jorst Tie IlrvA'allS'trip I J 14 H"TG01 a6K f,` I' ,,J','cw" 1' I.li 11: ,r , : ::.!,r.: 1,giTFle rxm IA'crc 20 SUR, SUL SURC. SLi %pries,ha,+li Skewed face -mount hangers available in widths ranging Irom 1- 9116"be3-9116"andheights ranging from 3-11`8"to13314" r 1' " clD;.; •. - SDS25212, SDS2.: ifl,Y `{, )5.-53t; SDS2541 2 Strong -Drive SOS Heavy -Duly Connecla Srrrr: 13 FC4 FC6 t ,.,;,-. n,_ C..p . 15 LSTA9 I S'ie`"' 1.:�,1n"•, 1 .;. ,' •, i; l n. 1 I :-; t :•, ,1 , Concealed flange version (SURC, SULC) available for all double >,E)ti�S C'l) of S)SN00, 4I7,v:Yi(Y1 14 F`."JA,PJ7 Fpr.r ri,-,-o t�.. '.r ,7L 113 L^al•1443, LS1I r:c ssargh•:;rnpr. 2X and 4X models; only acute flange is concealed. 8 SDS251128S, SDS2520IS,,, SOS25212SS, SOS25300S5 S'DS'253„: f[:-. `thong Dnve Ell Heavy Duty Connector SS Screw ., t;A` is •C Gusset Argles 17 LT132:) L 1 i-4i I u::e mnurl hen;tes avollabk in widths ranging from 1 9116"m 9 SDWF2716, SCriVF2720, tiUvitit 7:4 S DYVF2726, SDVW2730 :,n nr:;- tic p -1;.ii -exv-ne-pli= Screw H:':e, W ' H8, H10A•2, HI OS H14. HSA1(; Hurricane Ties 18 LTS12, LTS16, L TS1 h. I_fS f I :qa 3rar i' alci hrI}fts r n,; n9 from'-518" to 11.114' 17 HCJTZ IJeavy Conce-a led Jorst Tw `? R1GT 1.1,f;a..• r �:rr;e I tit-, 18 HH4 HH,i H:.,,: < H a Ni:;-7 Straighr Straps fL310007-R8 'P 1c9Sr' K:,eti, II :.» a.'...i, t.r: A21. M--TA24, M,STANMSTA.3t. M57AA9 SuakPub Straps P1 9108674145 L::! _J i L'dU Angles h1Si t.1 ,-1i. r: N,- .'d Stlaight Straps 11 Product Model. Number or Name Product Dii rition I C,r4 Past Cap <'; 1ASTC48ET3, ?Ali: fiRG3 P e + n ^tiers i� Prnducr Model Nunn her er Name Pmduct Lyserintlen 1 A I N':'8, A- It 1; _, A.I Rt ie A, 1a�,A Thieaued Rode 22 LS3o. LS50 LS7C, LS90 `; rr:abk A' p'es 24 MSTI26 MST136, msT148, MS] iLW, 111172 LA te,ii 1,,4 c uP "tinge rrat,gais available 41'r4dins ranging from 1 W16 to 7 2 ATLJDS A71l:06-2, ATUD9, ATUD9-2 ATUD9I AT;D 14 A"l: C14 2 Aluminum Take -Up Device 23 LSCZ 1.17512 MT516 t ill MTS20 MTS24C. MTS30, LITS30C r.1 S.t,jp !3 and heigrits iargmr61 ham ' 1 oW to :ii +' 3 1 Z L 1IrZ BP112-3 BP5/8-2, BP616.3, BP3/4, Bli 3, Ll'ft r LIU! 4 Lieanng Plates 24 LS`_:.1�J1�, _:'.`. J2dr1t L >:U W1, LSW28RZ, LSSJ21011l LSSJ21ORL I tell c 1; atank -I -- I Ial i.,^- LI li!,Aet _ L' '1 . A< ': ': ;; . _ *; ;f:A r.10-16, NCA2N12 16 Bridging 2 DGBF series hangers Top flange harpers ava 1ao e n widths rang,np from 3 ;:rJ'tc 7 4 CNW318 CW1N1Y27a8, , CNVCNvV3/4, CMN5l8-1I2, CNW314-516 :.v.pk•r Hut l 1 :::r' _ .:.:RC ',;re T,7 1.SSR2 56 LSSR210.2, LS5R410 rir•'<I • ,. teal,": F... - .. vrnrl a I-1rt:•:,per 27 RG&B 2. Rr,"'r":C>'i4 Wall Raci,1g 178" and heights ranging hum 9 '114" IL 24" 5 CTU055, CTUD65. CTUD66, CTUU 'L C tLUL17l C1IUD77, CT UD87, CTUL", CTUU97, t:au K, nYM I ,tr,e lip :1ev ,:,r 20 L I P4, LI re l'lertes 26 RPS18 RPS22. fiPS28 Hepa r Plate ",,trap 3 DGr series hangers Top flange hangers overawe in v clths ranging from 1-112'tc :i CTU098, CTUDW 27 M232, M24Z, W 261 MI 267 ^11 ,i C7 Angler. 19 RSP4 1,1.if 1, ...,I, • .::; -„ : 518" and heights ranging from 7 114" to 24". N3, N4, N5. 140 Heavy Hex Nuts 26 MMHB Root Ito Dowir I �P_ a,P.t i3P+a, SP3 Stud Plate 1 0 4 DGHF series hangers Topflange hangers available o v4dths ranging from 1-314" to 3- 1. ;:, i< I,::-r,, 1<'Li'iA I<Ikill RTUD5 RTUO6,R"IUN,1 Rfli+•)h RalchetingTake-JpDevice 79 MMHC Hnged'RoofC'ontriti ,, :-,-. ..-, r, ::F'Ik! Heavy StudPlareTie 513"and heigMaranging from 9-114"1o24" 8 TUD9, TLU10 akcAjrr Lie, cc lilt: JJ1,J, MMLU26-2, MMLU28, MMLU'25-2, lvtht.'J:'.' %V,'LJL 11, MEALU1JCi FAMLl11311 Face -Mount Hangers s1 i:S1 ;L _, - : ._ Stud Shoe li EG7, EGg serbas hangars Toptlange hangers available in widths ranging from 5-1/4" to 8. 9 TUW3B Take-Lir: 10ii, R!i(,!=' lirrofTaundaryCl,ps 33 ST9,ST12,ST18 SiT72,ST29'<',S: I2:r,h,: ", :, '.l�', ..>.'P. ',in;uahlStraps ,.,i ardne,gntsranging from 11'to 32-1r' ,') ll'75' 318" UpnR i<,� Ru„ hi •:•I F.,•,Ir,n 32 RST 3 I?cd Toe-Ca»r. 34 Ti 1f327, T830 TB36, TB42, Ti T1354, Tic t 3i:!'T ,,, ,. i .'•rr--ig icy test-190 s : op ".tinge target*, available ,n widths ranging from'? 11 1/2" UPIftRoo RunTMO:PA :rr", M RTC227, R'-.4' RTC,;? RT,^44 Fr::. T,^:,,, i. , ,. -. TbVEta7 Ty,/Q12. TVv8/4 ,rnt F,<❑ri-q ',4' .wd necptts rd-ci,,ti'tom 1. 1'4"to' 12 Li S/8" Uplift Rod Run Todown System 34 STC STCT. C 1 C I-" el f :'r:' R. 4r,1-L V:,' .140 11 -' rill -n;i-. 7 CLS sertea nangr+ts Saddle hanger- tv:vllahle if, ,"'ill^s •,vicar,:, non :i V4' is q ',h., 1-1 I IRSA ',,,I 1.uhft Ron! RunTredown System 35 TJC37 T.IC57 Tn,s 7;:rt. f,, ':4710BC, •iitiri, WF3126C W8143C all 5 r1. t .: and heights rangng from to Iii .. Z2 Z4 Z44 Panel Stiffener Clips 8 GLTV series hangars Top flange hangers avaidaole in widths ranging front 3-114" to 7- 118" and heights ranging from 11"to 32" f°L:r1GW41-R6 hLN1U537-R5 l;• I''Useiles1'ar;lei5 -lop!iangehargertavailableinwidthsranging4o-i19,'16"to7- FL11M0447-RS 112 and heli41flib ra,,L4 nij !ton, 8' lc 3iY' ett�4u Product Model- NUmberor Name Product Description &2 x ProdUgLdell Number or Name P-dilot Description 10 HGLS series hanoerc Saddle hangers available:n ,acing rang rig Irom 5-1J4" to F 7I ' 1 D7T2 Hold-down sea a Product Model, Number or Name Product Description 1 CBH2.37x5 5, CBH2,37.7.83, CW2.17A 75 t'nncealed hangers and heights ranging from 10.112'to 28' Hold-down 1 Alil A.Iiri; L,Il le Hip Enq Conrector _ DU, UHU, DH UTF series hangers r:ice-mount (DIJ, DIVA and top ilange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-111 8 3 4 H008, HH0011. HHDQ14 1 HOU4 HDUS HDU8 HOU'l: HDU14 1I k &'VIT, lick d-•,Y, 2 3 DSC2R-SOS3, D,1C2LSDS3, C�., cr<'17)'.n. DSC °�L-SDS3 GBC Ora3'.:tl-rt ', ; Liable grace Connector ar.,ilnhl.- n w Itl ,. cu yin;; inn„ ' a+r8 fin 3 gi18" and hr•,ghts ring ., 1-11 tip 111 12 1 •r,l ' b nr<c: hinges 718" and heights ranging from 7-1f2'to 37' I rip nar,ge',argefs.ava,'able ,n •Moths ranging from:! 1:4'to 7- h''A:8 HPA35 Strap -style :urir ar':'-r,r 4 HCP1,81. 1-_' H+_:1`4 Hp Corner Plate H,,U. •• - C � I,_.-S 5 H !': 50•SDS. HGU5.62-SDS, HGU7.00•SOS, HG11.17.25- Face-iiii win ciii „d i,c,pl n: , .It f.,, , 4' In rn' 6 LSTFi LSTHUBRJ Stap-style hold-down - I-1 RC7 2, IRC HH RC471 81, HFIR C44, HHRCS 25 f "R,':- ".::7 1:' I ft•ov r I p in Ridge Connectors SDS, i dGJP r-C 'aL _ 13 HIT se nos hangers fop f tinge hangers wane c in widths tanrg,rg from 2-5116 to 3- 7 MASA MASAP Fnur,nation anchor strap 11 1'< ,ti6 4 HGUS series hangers Face -mount hangers available In wdths ranging from 1-518'to 7• DAB" and heights ranging from 18" to 26' e h1PA.132, MPAI44 81i sty, 1:urfir anchor 6 HRC 181, HRC22 I lip ;.dc— C:r•-.r. k_, 3&' and heights ranging from 5-5116" to 12-7/8". 14 HUSTF seneshargers Top flangedorst hangers available in widths ranging from 3.1k1'• to su I'%,'8 1'A?'+ oA;'F r .?I Pas' PA66 Slap-sr;r, r,rbr anrhor 7 LRI. LR ',' LRU210 LRU212 Rate, Hiiii 5 HHGU5 25-SDS, HHG115 50-SDS HHGI,`, b:'- :I1: =1:r H ,l r " S!1S Face -mount hangers 39116` and heights ranging from 5-3M"to 13-141 10 FA118, PAIZ: PA120. PA rib Strap -style purim aicc,•.or 8 LSU25, L5:.'713 1 13U210 Lgtvt Si:cenbW'<;Fr:, ,;,,• , H.+,Ayer I_!GUb.00-5D5 ., FLJTF HUCTF series hangers Top range hangers available in widths ranging from 1-9MG tc 11 STHD10 STHD10RJ sTap•sryle hold-down 1, : HF•1 ' i+ti Truss. Bearing Fnhstrii r. 1--. ;. H=Hti"- HH1IS210.2 HH11i HHUS48 HHUS410. HHh ; 1? Ind he,gnts ranging from 1-7116 to 15' GcnxalM flange 12 si t I I ET' Di 4u. Strop ray. ,:16 ,tnx 10 TC24 TC26 TC29 '4„'-e, ra,p HHiJS"J 25r'1 vPr%,nn (HLK. ! Fi n, a,.aoli for aft rnot•!en naving •nedtn equal to or • 1 THAN, H.%213, THA21 H. THA218-2, I HA' . ', i H A413, THA41 B, THAG418, THA422, ;J;,.,hn r ,roc -:, gr. H t;R H;IJL. HSLfi HSULC series hangers :;+rr,vrd sac 1 nx urt hangers available In wttlths ranging from 3- greater than 2-91w, - i,Ai'4;:? I' A'26 THA422 2, THA421 'l,i8 inn ` n rl r., d. .,nett, ^ f„" , 4 3/4" ^o 15 3J4' 16 HWP series hangers Topflange hangers available ,n wdths ranging from 1-9115'to 7- 12 THAI1 B1 r1:!, I-W I}'.}+•'::!, 1 HAl2 t,' 2, THAI222 iWA 1.', I Hill ,'.? THAi Adjustable Truss Hargc ^r Concealed fl.urgi vetslnn (�ISU�Rti- ,15,tn [) .,v,rrl,,t:a- `Lie au 1i8" and heights ranging from 5{318"to 2W 13 THAL422,11 IAr,•1 Skeuved Truss Hanger double 2X'and 4X models', only acute iiii „ rn. rtr.ea,ed 17 HWPH series hangers Top flange hangers available in vrdths ranging from 1-Wle" to 7- 14 THJA26, LTHJA L', L. t I i rrluiliti a Truss Hangers r W iJ25, 11-ITU28, HTU210, HTU2'6 2, HT'IJ2b-2, 1 'l l_1_ 1+- : F ace -mount hangars 1f2" anrd irodklhbs taiiydi,g hum 5-318" Iu 37' *5 TN,IM2-4SDS3 TI W,d2 c, ':",::,% T1 I,l1I-J28, THJU'28-W M„'hsrlr Truss Hangers r_ I' .; 14;1.IC series hangers rare mount hangers ivaiiiable in wiriths ranging from 1-9116 t0 7. t8 ITS series hangers Top flange hangers available in vndths ranging from 1-9116 to g. f -;FIR? 24 i m,, ;nscer-Restraint 1lr' end l!edlifts tanoino from 2.718" to 19-1/d'. Concealed flange S8•' and haighta ranging from 9.1/5'to 16' 17 VP it , '.PA 25 VPA3, VPA35, VPA4 'v r rbF- F : ' v ••.Ic• p c.:h rH i IC.r as alai r, r:o• a'J ^Inae$ having width equal to or g .1 soot.", nnncris Top flange hangers available in width of 1 WILT' and heghl•. 18 'vTCR Valley Tres; 'Jlc L' r ranging from 5-'d3" to7.1A" 0 F•. L' e' ? `," :; U'', :1 : f?5; „UC4210.2-SCU^. HL,CO210-3SDS HUC0310 Face n,,.. .c:, 20 JDA se' cs ha ;r ti -rip Pangs nargrrs available in width of 1 9116" and he gnr., fir'S Il!i 251111 FICK10525.11_SDS H'UCC6'0 ,ingr;bom<1r,'18' nr 13-118' MAR41 3 Virtba Plans Revi Review Assist, Inc- t0r COmpliafic completed and aggro Simpson Stroh Tie 2020 FBC Approved Products p g Updated I:fJJ-:'lit •'] Simpson Stroh Tie 2020 FBC Approved Products p g- pp e' "-"- Sim son Stroh Tie 2020 FBC A roved Products p g- pp Updated 12r4re02u Simpson Strong -Tie 2020 FBC Approved Products i upload,-ry)�J-, h y Den dth the 1010 FBC 7th E A A Anne ed it' r � Fa,Jr.+,•Ilnrstouf.SSTapc+wYsf,tedbalav,,.LI,..KHERL. ;�. .. For dtaVt Inks to all 88T uppl u: of a isle d odoa. ' - S.I.dSrl4��• f Pot dlr,aat Inks to a l SST mpproval•, I -A J ,.n. x� For cireol Inks to all s8T approvels isle u r rvr; -s ., n V rtl7hr p 1011 +• Fa addierdna! Inlanlauon rsyareny 1 IA Ja's Stale„riW Ra/uel APProvalSYs!rrn and Mam-{Jade County Notice of r+.. �,e:;.,•rcr (NOAy..CLICK HERE fl.. For addeicxtal lnfamaucn ragardng • I_rJn •, rale,rt7e f+•.,Jxt.ApprwalSystem fall hlarry Liaur -,.4 , I _ r^-n, ..rt _,ncr ,W.:r.,r v, J b�HE..,y�, .t„r r r � w r� F ,r 1 n, i .r c+„. + •• J. u I.a r N, c reyla dFrp Iau,tas Statewide Paoduct,\,. c.. ..e N L - h r A�� A ^i r .K HERE 1 tour c . caPtuner (NC J. t- + . �; a adul,orlal information regarding FI terWJe For r m n r,- nt re r. a m spa g m0a.'s SZa x]uet Approval System and !War Lad _ou Y No4ae ,NAc=epean. J 21 LLxI�eFraners g opUsurps,/ a1'it T nF1ar:,ors:.,•,:,,+,blrrn"Aedihoi1�9J1e"ardhe FLYi11468-R5 l�k - __,_ `:+,Il .: _•'-Li IJf; _,i'LBV237,51t.BVZKStiLB171.68 .`_'roll,, cp'1e,,;)r.luislHar;leis 6 SETX0 Adhesive Anchor for concrete ranging Irom 6 3t8 to 1f; 1,'8" : +I,.I:','.+ , ,:', '.' I , . ,�' l • 4 i i St: bV412, Stt-BV428, S4,6V4 "Jf: . 7 , , ,:1 6 Strong -Bolt 2 (976:';TG+if 'i; ;, ii'TFO•A •>S;I Str;rng-fdok 2 Wedge Anchor for concrete available in carbon 22 LBAL wlnet hanLyrl n i op flange hangers a <I rr r :n ,•nr+[hot 1-9116" and herdlra Sea x Product Mortal. NUM Der or Name Product Gescr7ption 1,) '^° L I" ! r .. : I 1 _;: 11 " 14 1 I' f 4, H I"i'S I h lcru,rrrls steel and Types 304 and 315 stainiess steel ranging from 9-311ii' to 1 ', 'Fr I • i-i i' 1 r 0, HHUS210-4 Joiisr Hanger ; .r M' •1' rr- ttlaS7i ,., L`T3aps I18 mil (10 ga) 7 Titan HD (THOM, THr)-FIh,"ra:, Ill 114S; TI-iD 1#353, THD C:S THD t.SRSS1 71tnn HD Heavy Duty Screw Anchor for concrete and masonry 23 LEGS, LEGS, LEG7 series hangers ap flange hangars avaliabir ;Ir nit i-, r tng,ng from 3-174 to 6 - 1; T i. 1 , 5 HRS12 ° h;t1' ''es 21 51't JI _• Sx:d Plate T :as a:ailablr vrti hex head In carbon steel and Types :s04 and 316 ".0 +r,d I eights ranging from 9" Io 3i-'r7' 3 HUCO2117 :7 `CS, HUCQ210.3•SDS, AkJCQ1Ii -,':', 1 ,ny •r 22 SSP, DSP T,:,P r.I Plil, 7 0>. statnleas steel ul :",th Countersunk head n as oorr bleal and 24 ME05, MEG7 sorleshangers up I ,ngr hangers available In widths ran r 'L,rn -; 1/4" l0 6- „? a d ^r.Jhis ranging from 9" to 32-172' 4 S THG62 TI IrtUB THGBH2, THGBH3, THGLIF 14 , D THG02 S 1>,^ TI 074STHQSB t' I ar,.lrl 23 4 SIC OTC T022 n.e - f' T;• - ioI P -,ten iD Rod Coupler (THD37634RC THD50fl04M-.; Type 16 her r .•, . eel Tien r i Th,c:d,•n Rcd Coupler for concrete U) 25 i,i1' :e, er. hangers Topforige hangers ji, Ji,Lii e'n widths longing hum ^ k 'c' to 5 r HG44'3-$ THAW, 1, I 1 3, THGW44 Joist Hanger _11 . T;C37 Truss-ar;k _Li: ec'J1f SO ten I • rh ended Rolf Hanger (THDB25158RH, THUB37158Rf1, THUri2RH, Then Hi f h!eadecl F<rXd'-4arcle 'of uo'Cfete 1/8" and hcighta ,u-. , , •r)- 4 1 /4" to 24" T" D4:2_ARf TIID10212RH} 28 PI , Pf L, :', 1?J, P. U L ner!e5 hangers Top flange hangers ova:'dL!n it, -Anti, of 1-6116" and herdic i� 10 .ledge All WA, Wedge -All Anchor fa masonry iangirg from 3.3J8" to 7 1k1" FL#11473.R5 FILM 3904=R5 ..8 Vhr serves hangers X 1:1 e+r connector Top Fla+tga ear tars available n widths rang n�„ iron 1 •fulo'00 7• � Product Modal. Number or Name �-rod t D+, v� ygg�! Product Modal tlurn t,rr or N t11 e Product Descrmtton FL#16230-R8 '1J8' and 'truant• ranging 9-114' Ic 32". 1 DETAL20 I:i rt,, , 11 ;1*el I tu„s Anchor I CGQMS C+.3 ' ;,I.;r i iL)G, CCQM5.B0-SDSHDG, Cc;I QM' n,. ', Mosovjy Plel Craps 2 3 FGTR,FGTHHI F(iiRHR H16,415S ^82 H16-2S Irr orr %.n,hc,r liure.i:;. i, CCTQM48^fii ,, r;r: ,life t, c,:"l, ;CCQM382-SMG CCCQM46T-1r)SG, CCCQIM5.5C"SUL''r:'' a 1 Product Model, Numbei or Name All PmductDescnction AIXPHigh-Strength Acrylic Adhesive for concrete ormasonry FL#10860-R6 4 Hi12.HEIAl HFi! A24,HEiA41r r`,;:?""'crime if• Ci, K. f F: t11QM03 6';1G-KT, Masonry I ,, r , ,I-: 2 ET•HP F. T -HP Epoxy Adhesnrefor masonry [At.20 1 y,t,�-� ,, LLJ;'LLQMD4.62GiK1E�CCLLUMLI: iiJ..1lI L.:':+.L?i.NlL,S.u1C,KT,LCUL.RQMD4.62G- 3 SET-XP sFrXPH,gh-StrengthEpoxyAdhesiveformasonry Sacs# 1 Product Modal.NumharorName ABA44 ABA44R. ABA46, ABA45R AbsA66 Al iAi „_I, PmductDescnptlon Adlwstable Past Base ,i HGAMID rIii I I r A' 6 H. i I A70 H- 1ETA24, HHETA4U r1.iwrr trnrnertors I i, .,.; , 1 • r d -J ' : ups Anchor KT,5J6-KT I "Ur.f.- 7', HOUM550, HGUM7 CC, HGL,'A." it, I Heavy Masonry 1-angets 4 5 Strong-Bot2151K'I Trten 2 (1171,12) Strong-Bolt2 Wedge Anehortormasonry Titan 2 Screw Anchor tot Concrete }a ^` (jJ _ ABLIABU44R,ABU46.ABU46R,ABU5-5 AEI,1,•ts ''H,_ri6.ABU66A130661it ABUSE, J+al�stsbI9Post Base i :I.' : " -- i , L::r4.3DS3 :,tor ;:I -,.I 1 I 1,.4;-_tG1JM2G3 LGUM264,LGI1M2,+• t;l -0',• • 1 1. 1-,* 1:,1.1210.2 Masonry BeamHargers 6 TrlenHDJHL�-114:-i:i. FIi• ()s!-., iHDCSBSS) Teen HD Heavy -Duty Screw Anchor for concrete availableo304 ASUBBR,ABU1010 ABU101i1R AB'.112'2 Af1.i'_1ii .. 1 A:: ivvt." I:' a'T:i2,LGUht210-4,LGUO446 LGU%I4F r'' 1VS'r or316staidesssteelw/Ulhex head.and 316sta,nlesssteeiwin 3 AP% i i•r,:v .4Hr" '`H:J 6! .: :^14h t7 ABW664 ABWli AK,^,; -/ Adlustah;n :' :c F'„c,> 10 META12 Mt iA16, METAI8. MFiA.`: yr •+_14 I IF ,t•13 F -t,-: -aC has Anchor Tie for r.1BFIAs 12i9 25, MBHA312n1 5, MP ? ,',• ri;•;S r,,<,.'b, PAbHA35n 11 <6 MBHA3 ,d+' 1 gc t xt8, MBHA3 56/18 MBHA5.50P '5 htasnnrt. Tnr Fwn^p PnA^• erne ; 7 'Jrn Turbo (TNT) countersunk head Ti'nn % ii,: i-, At choi for concrete or masonry z cc- 4 C 1, .•I . 4R 1•CF4 AC8 ACBR r`.Fd Poi l :- ,1 11 V MS'TAM24, MSTAM36 v c • _ t I T4T M80 Snap Mason,; , 5 L 4. L'_46 L'; 4f; G;:d 8C5R 3.8 LACS 52 2/4, BC-3/6 I'c'o, :tip 12 MTSM16, MTSM20. FI S11018 : v'20 Tvnst Strap for Mari IvFli - •: , A . r] -. UL1 iA5'j(b'11 88 MBHAS 50114 1IA_ y; .r 8 CB44, CFs48 CB4c? ^Fir 'r «: C .bf•: 9, cl-,nrr Base hIBHA 7 CBSQ44-SDS2,C85446oDS_ b_'r:,l'•_i 2C89086-SDS2.CBS'8c•G 2 Embecdr'i-.I. 1 the P iJbHU' `r._,.rL ll... '.1_, 11,111.liIv18HU3.56114,h43HU•tJ+1d, 1 I I VeHLJ5.Sl1 MUIIJS 1.1.,>cai,•Ue,milingrr9 FL516837-R3 P r'C FCC. ECCU Series Softed column cap•: 'All +1 rariing from 3-10' tic.'-1 "' and W2 ranging Pon, I-' > rn -"2' FL#11496-RS MBFJU35blt F: t1 1 :. ; ,f .'I .'S. 88 60114 MBHU g 50/t6 1r1FHlt Sy�� product Motlel. Number o' Name Product Description O 9 CCQ-SDo:_F E, s' `:" ' c Series 4crewed raolumn caps vdf \' aicging from 3.114` ro rLrr,? .rut ,Pi? ranging from 3.5+8 r„ . - "n 3eg # Product Model. Number or Nome L 1 1 L Pmduct Descrimlon Deck Tension Tie X?AB7016-5K, X1 SIC10i„ X12' f,"8.4,•, tig 1 ,1016 XQI W Tililii #10.16 Strong•Driva X Metal Set•Orilling, Tapping Scream «ith oI Drill Point IL 1 10 CPT44Z, CPT687. CFrrvVi7 Concealed Post Tie Psi t ' ^ H n 3 F nited Fbkfcvwans FLgt 397:r. R6 XL0114T1224, XLQ1147111?24•-K 41 <'24 Strong -Drive XL Large -Head Mortal Self -Drilling, Ta i;r,op 0- 12 11 12 L^044A, EP044 LPB46, EPBr rc`T :7 L'„ bedded Post Base Cri Pixt Base 5 4 I ..:`_ 1 ID75 HD9B HTT4, H"ll :IT ^'4 L.r wi I toli0 ,^ s tic• r r - Sea 9 Produra f4odel Number or Name Product Description 3 *;i,1Q t 1:' I:,'q, XMQi 1481224-2K YOii with N•5 Culp Point and Large De motor Hex Washer "e�J I't 1 ^?4 :,trc,,g C,r,c, XM Medi im-Head Metal ;;elf�061fing, 0 < 13 "_ 44, '_C�la Embetaoeu' c1- , i Lase LTTI9, LTT2Df3, . 11.1 Lght i rn: w .. 1 SU''JS aA:,'LL ^,.: _U43H. SLTW�h4f8 SDW22 00 SU:^;L✓_ _i `__ .,__ _c SD"J• "' S:imp-Drrvef SDW E+IJP-PLY and TRli '- 4 XQ114S1224, Xi; I I4teI : _ X114S1224, X0112S12-14, XQ11281224.2K Tapping Scrarw5 ,vnll H _n a l'onri;e,ld NaJlJr, U,ur eael Hex #12-24 Strong -Drina X Metal rcF Laing, appirg Scrcv s wlat 06 14 LPC4Z, LPC6Z Light Post Cap _K DIIII Palm 15 ..1 f.1Ps'li MPBBHZ. MPB88Z IL'J4f1644Fb,rrB46.r86!3,f'i f.1 anent Post Base Lrnbc-r^:,FnrtEase FLAiiii-Re 2 SDWC 1545. f , t s :1' :;DWH1930CJD6."UWN1i2r"�rL_'._I ':-:UESUWH183CCC6EDWH1o100GJb Sit Lai Di iv e SDYVC TRUSS Screw _•nor roe-:l Ilr1GGR-Ii5X6orew XLJMS1o16XJ3481C16-5K #10-16S'trong-OnvisXUMetal Self -Drilling , Tapping Screw,swv ill i°z:.;4A P3S4d PBS66 Ernbecdt": iii,N is,. 4 ,:. 4CLx SOWH276i SDyvrl ic.it, ,1I ,1.'Ili ,i[IVV'-1271200G ,'tor vo .•I: 1 it If 1, 1 Ati[JG Screw 91Unll Point 19 PC44-16 PC+:6-1ti VC4;-. 1:'. F•'A4 r8 Pr-,66-16. EPC44-'b PC,46 Ili, EPC48.16, Round Post Base F'ns1'.up Spa # i..i•"',.;4, Product Model. Number or Name SB7/8a24 S91,: Product Doscrie= - 612. U:: Ili SUvdS16300, SDVVS16312 SD'Ji 1J �T4t627400,5DWS72500 SD4'i: ', : ,. +. ."tin Strong -Drive SU.1, - Fr Strong -Drive SDWS TIMBF_R Sc,c v. ,lr'r-,i Gt.iclel O EPC84.16, EPC66-16 2 SSTb16, SSTB20, SSTB24, S5f l '>'S-R34, SSTB36 Ss-b'r;_ - P2UL 5 TB24L SSTbA,chor E a1; - - SDWS22800, SUvl .;:l..J :; r,;,:.! 1'rrl rtL�S221100 5D'rVS221200, SDV., - 1 ,'n ELieaLLg Pn L 10 PC4Z, PC4R7- PC87, PC6R7, PCBZ, RC-t{Hi 1 P,-`4L EPC4RZ, EPC6Z, ; '�(-^,:<I I ll :A! Post Cap SST62aL t: 7:'300D8 SDWS2240DDB 'SUw.:; sit .1, " II.'L;.'JcihJ1,8 SUNS22800D8, Stvw n .,•:a..•. Al I<;dc^ew (Exterior Grade) FPCBRZ f1C t1f:F Sea M Pmduct Model. Nunn o- Name Pmduct Oescnptron 11 PPB44-4Z. PPB".6Z Post Base . +a I' '� I. "Hi CJV„'S2. S17DBB :. Outdoor /,cc.enls at, :a...ral -il rz-�a• h DS CB43.5 DSSCf346, I) 7`;L:f Olt i 11 3 Bypass Framing Drift Shut C:^rtecto• (D <1J RPBZ Retrofit Port Base FL#13872-R4 9 `_L)A" d•',:i`,l ) 4iW5275005a„Lin+,J:'_';I:rr•., -,,,, 5- Stong•DrrveBl)vVbTt+AB1k;.: rice:-. 2 FC343,5,FCB4 ,,'i!..r,7, FtH441 F:;4,4115 PH::ilM4111015 FPHSD94S1214,, Bypass FramingFbno-4:Irt:nnnrrrn, Fit I U) segx Pmduct Model, Numner or Name Pm'1ur.T rMscrintion l) 1,01h,1r 13400 if it , Dfnre Si SOLE -TO -RIM Straw FPHSD-34SI016 1 Fill 1531,,X141111113 1 5K 14�HSD3481214, FPHSD34B121i iK #10-16 and #12-14:2rorig I i iif, I IS i.ii l ; C:FS Set- Drilling, Tapping Screws Cz FL*IOW6•R5 t CMS712, CMS714 t r -T: •1 C.;14 CS16, CS 16 ; :ni; 1 .r� ', =TPd22 nice^ xs mr -Heard Washer 4 1 ,PC I I'^FC.4 25, LSFC8.25, SFC2,25. SFC 4 21, SF;.i, mi Framing Connector 2 Fill HRS8. HRSI2 FHA6 I ,1A`.J. rHAl2, FHA18..--•A:::. I v :r rd=;-11',F MST136, Shape:. •. •,., i '�: 'i,,; ., 1':c+.. . - . 1 � SC6.25, SSC2 25, SSC:4.25 SSC6 2S %1SSr:,2 rr. M,S':r!4 :' VSCA _-L. Srerl Stud Connectors SJc M Product Modal. Number Or Norma 4 Pmduct Dosciiotldn Foundatuv, At 3 iiii MSTIBQ, MSTI72, ,IMSI �':Rt-T3T VMST48 HTS16, H '. HT924 HTS28 HTS_a.C, - cr Heavy Twist Straps FI tt153ti3-R3 6 b!S,° r 4 - F0, YSSCB '25KW RCK1J%3, •iC.(:"J: `' Iif:KW' S RCKW3S RCKW5 5S Rigid K1ae Nia-l!iiw 'e tnf 1 2 1 - 1 4A FRFfr rh',1 Flat Retrofit Four:.a!i r Pate 4 1A30, LS ,:li; I ,T 4,T '_ 5T173. MSTA9 dJ-"• 1', MST A15. MSTAI' MST/,'t 1" Straps 43 mil (IA ga; 7 SCB43 5, SCB45 5, :4C;17 S 9C64C• 5 5Y B411 5 MSCf345 5, MSCB47 5 Bypass Framing Slide•C:her Cr., :ricAn %1 3 71.4d C, r1 t' N, _ :148 6 GH48-8. r,1141'1,; ,_ • 141U-8 GH88-8. GHW 6 '_ 1 ,�d i C! 168 8, GH6' C P C' 1­4 fil 0 F Girder Iiange• .. 8 LSTA9. LSTA' l, ->i A :, L 5 T A18, LSTA21 LSI A.24, 5T292. ST2122. 51211Li. S i s-' _ LSUSH3 25 SI IPI vL .,BH3 25 St:+ps 33 mi1(20 ga) F >I'll I t t -ct:r Sec tF Froeua Motleb. Number or Name AS 18S5 AS 1858 Product Descrivi 16 g. T - ., F . , S 9 SCS32-5197, SCS62-5'S. 1.7:L92 :r" 18 SCS82511118 SCW3.25. SCW5.5 Bypass Framing Con recto' Head -of -Wall Slidiii Co -rr, tic f 4 5 GL55A, GLd.:B JL i ti ,LB5D GL67 A r LI c '_', , GLB7D G 2 nS[ T81' G PT518 GBLT816, GL;TS^C , +BI T820 Gluier Bea-rr;; I °late Gluiam Seeing Fbf:e 7 i LTP5 LTS12, LTS1f3- 1_TS T', C Lateral I fe 1' r I_ gh! Tw L 3 , J' A. ^i 20 ga nigh Sue, yi ,Ir 0 ga Trigg PIg'e Cl SJC8 25. SJC10.25, MSJC8 25 MS;C 10 Z5 6`,83 518 Steel Joist Connectors BYpiasa Framing Slide -Clip Strut Connector -STS+ rill 'AS: C28. MS ICAO, 105TC52 Strap 1 4 r1:' I Hoge F'We Cc, r.::••i 2 XLSH3481414, X4.5117881414 #14-14 Strong -Drive XLSH Shouklelee Set Drtumg, I tipping 6 HGLBA. -I?L3U HGLL , HGLBD Heavy Glulam Bea: rig I'late 9 NSTA30 MSTA:fi a tit, Sf6224, ST9, ST12 S9 5l. . r t _ g,j; 7 HGT-2,IIGT•3,H^T•4 Heavy GirderTki -r• 10 MSTC6810ST+J.' Tn 'trap" n(14ga) Screws � L1J C- 8 UFPI0SDS3 UnivefsalFoundationP.it:• .1 MTS12,NTfS16.N 1, N!T.rX rv1TS30,MTS24C,hr :l'•'r h4•.I„ ,T.. ,t.,L ,ps 3 X01S1018,X0191018.4K X01S1214 X':JIBl,"!4.1SK,XO7A,S1224,X078B122'4-3K, 1 X0112B1224 2K, X3481016.5K #IC016 V2.14 and #12.24Strong- Dive XMetalScifDrilling, Tapping - 9 URFP Universal ReltrofR Four cioton Plate . _, a c �g4,12 SJ81 81, AQ. J, -JB5 5D 56, SlK t ti' 12, SJW,W, S1B3.62, .- &i 0,i. VLA. s J op' range Joist Hangers FLAW ti730-R4 XQ114S1224, X0114B12. 4 2,5K, XQ112S1224, X1S1D18„X1E1018-4K, X18fl.14 X1P1;+14.35K Screws '1LA2 1218, :_,J`{2,12110 S)BA21V12, a'tJA2.1 _tit ^, C,19A4 lft S11BA4.181%, ' op clange Joist Hangers 3W Product Model, Number or Name Product Description wboki 'i8,12. StBA4,18M4 I FT HIP Adi,esive Anchor fa concrete 7 14 S'H•A Hurricane Tie _ GAG GDP, GUPM"5o, GUfl1 _ , 1 u, GCJPS GW•50, GW-75, GW-100, G fH olhYd P 1`4vi PIN'VJP _: a •3ctuatea fasteners and assemblies faslrners Q 15 S'ti S/4D88, SfHD10S Sji-- i,i5 S1HD15S, SYHDtSB VIL,11 , POPA PDPA-K, POPA-MG POPAT, PDFA K, W, PDPAWL, r=•"VI '1 `1 1-i A_ Po„r1r tic n..,!c;i threaded studs, and assemblies J 16 S1HDU4, S1FiD.6 5;HU'.-!g. S/HDU11 Holdowns I Cicl,iV, Mi PSVPI-K, PCLDPA, PECLCFv\ PT G:', GL SJCT, S'H,dCT 11,mi 4 SET-3G .Adhesive Anchor'or concrete SHEET NO. August 10, 2022 PA 1.3 I III- 111,11:1,iji'll 11 11 1 111 1 I. 1 Fill'II. 11 1 q III FIF, I I I F. 1 11 111 ,IF 11 am_ L'Irqj'' f I. , 11`41,141� RE'� A1.1-DADE , I �' IhIIII� LLA RI FG11ndusnies. Inc, PGT Industries, line. WI N PRODVC T CONTROL SECo n.v Pf,_,,T lodii 11901 SW26street Room:02 N OTICE OF AC C EPT.AI_NC E EN"IDEN( E -SUB.NUT ILD NOTICE OFACCEPT A_N( E: E VIDEN(E SUBAUTTIE D DEPARTNIENTOF REGULATORYANDE(ONOXHIC RESOURCESMER) 341- FlorAa 33173-24'4 -:(7136)311-2590 Noll( E QF.-k(_ ('LPTAN( E: E�'[DEN( F �UBIHT ILL) BOIRD,A.%D(�)DE,AD3.LI\*ISTRATIO'.ql)[X-TSII:)N . E OF L Evidence �ub"tted under previous _N0A D. QUALITY ASS1TfL4LNC1 .NOTIC ACCEPTA-N-CE (.N"OA) A E) R--k 11 T-NC."S B 1 L.�Is(cviltinued I I�Eaau DadeDeparturnt of RegriWor,,xid Ecciiiomlc Resoirces (R.I PGT1udus;trks,1nc. 1070 Technology Deis ie. 1. NIfanufacturef s cite clrawrliz��.I ;ectioii, 51 Test M)rq* I--yn I.) AirInfiltrition Testper FB(7 TA '_0_71-114 N,,.i tit I eince. FL �42'4 (Snbydaed un4/er.N"0.4.\0 11 PItt,,wc Ti-o pei FBi­ Ti.-'-L� 2(12-94 r ALkTERIAL ("ERTIFIC ATIONS -S ( OPE 2 DnwingNo. -NED-557110.0. titled Te,,t pef FFX. TA, _�I_ I.), I 'Notic-tofAcceptariceNci. 154.1528114 is-stled to Vision Extrusion Lanited for thetr This NOA is being issued undef the applicable rules and regulations governing the ut�e of cc, a,ti ucu,:�u matema 1, ' "Ili- tlirotigh2lof2l.p4reparedbyuLmufacttuef.ditedlOO�l,,.,15,�%,IIL-r(-,%,is�ioiiAd��)t�ed TAS_'I.01-�)4 ­Ilililte Rigid PV( E xterior Ein-usions for Alindows and Doots". dated 08,4 3� 15. documentation subautted hxI been je-,-invedand accepted bvNhattai-Dade CountyRFER -Product Control Section ItIz- ��'140547,si ed and sealed byA. L-vmnMdler_ P.E� gn "k ft. �,wre o,-3,Jn%o Pei: FB(-' TA�_'i ex 09,3019. piring on btu,,ed at :I,Lauu Duk and ,;thez"axea­,vhm allcwed bythe Authority Having1wiActLon (AIV). F tirced F e�l - pei, FBC - TAS -102-94 2 Notice of Acceptance No. 16-0920.08 issued to Vision Exinision Littuited for their YE Tat: NOA �,6all nol be v alid after the expiration date omed be The 7%L- =-Dade County Product Control Sectim B. TESTS along vi-ith niarked-tip draw mg5 -and instalation diagram of vinyl sliding glass door, prepared bgter -' 1000 Tan .102 and hShades (NonAlhire) Riggid I'N'CExterior Litt usions for (In Nfiann Dade County .) and XW (in areas othe thaju.NLaini Dade C"mm-t-, ieser-,-e the right to have this I . Test report on 1) Uniform Static Air Pfe:�,-Lue ,eat pti F 5C. !A� by Fenestration Testing Lab- Inc.. Test Repon'-,N*o.FTL8549.Id,atedll,,�06,:�15,,sipedand lVindows and Doors ". dated 12 l08 10 eXpU-1112 011 1 9r2 1. Pr or tilinwrizil tested fct quality mievrancepusposres. Lf du5 pnoduct of material fitib to perform in the accepted IT ) Large Missile lMp2Ct TesT per FBE - TAS 20 1 -94 sealed by Id almis, Ortega. P. E � (Test report revised an 1104 �" 1 -5 and 02111 ' 16) N oi ic It of Acceptance No. 1 " 5 2 8. 15 FS kled i; o Vis ton Ex1ruston'Lurnited for their matmet The manufacmirft %%I ulcur the expense of such testing and the AHJ inav 111.1111LIE-JL31elyrevoke. lalodtf�% or 3) Cychc NVind Prr&,�.I Loadin2 per FBC. TAS 203-94 6. Test report on 1) Air lafiftratiou Test, per FBC', TAS 202-94 ated (Pain ted or Lainkiated) Whice Rigid PVC Exterior Extrusions for Broi% it C o, suspend the u•5e of such product or material within their jurl"Adicuou KER ie-lej-t e,� rLe itzhi to tevc-ke this ''Sec d 1. 1) re p a I.'t In along W 11111"Uk -Ilpdnt I -bI .",I JOC -1 Uniform, Static Air Presswe Test. M FBC. TAS 202-94 111ndows and Door -,s d ated 08,11111' 15. expiting on 091301, 1 Q. acceptance. if it is determtned byManii-Dade County Product Control do a that dl,.� pic dix It ,i matet in If I it to bvFenestralticyn Te��trl-,g Lab. Re;),l '11c, FTLS-l' I tie�! :7necl 'diO 3 Water Resistance Test. per FBC. TAS 202-94. 4 Notice of AcceptanceNo. 16-0712.02 issued to ENERGI Fenestration Solutions USA, met the requkanents of the applicable bmldmg code. -aiandhasbeen desiped to complywith the BuiJdxuq,CoJe. This product is approved as de�.c ribed heip on 1"0- 1 .�ezile,d by Idahnis Ortega, R E. (Test report ftn 4) Large Missile Impact Test per FBC. TAS 201-94("vas--N%'Wte) Inc. for their "TAN 3040 and Lighter Shades _i I Rigid P -C Exterior including ihe High %7elcxjr.I,- Hwi-icane ZoLe Te,�i rep(m on 1).Air Infiltration Test, per FBIC TAISI �01-94 Wmd FII� Loadalo Per FB(' T.�V, _'(')3 �C14 Ein-usions forMIndows and Doors" dated 04:15,46. exptrine oil (' )204 21. DEC RIPT10. Glass Dow I,Reil&Acedo� %'%o90tI 11190corneir--LAIJ. 2 Uniform Static Air Pressure Test. per FBC. TAS 202-9-4 _kj L!":'� �.I-' -!.-I -at: ',1 0 A Pttp�lredl 01 5 Notice of Acceptance No. 1"712.,04 1, tedtoEN,'ERGIFeiie,,,tr�.iticiiS,,)Ititioii,.,�, A- -C -Exterior �rRe,.::t.uice pI FP-,( TA�. '0"-04 Ware by Fenestra, tion Testing Lab. Inc.. Test Report No. FTL 8552. dated 1104"! 5�, signed and AYFRON'.%L D0C1'Aff_N'T- Drawing No. -NID-5I Rev B, tit Ied "%'Lu%4 Slidirt Ir Glass Door NOA (LM)"'. slx*% . - '. T-.k,:. %,"11-14 EXn usions froull'indowsand Doc,iidated09"I" 16. expiring on04,I161,20. I through 21 of2l.preparedbyinamihicturer. dated M05,45and li,s(ievi�tdoll 111.., 01 21 �.icnedindseiledbv loci ­ui�oriii'�� z o_ A,; Tteii, Pei FBIC'. 'A�, '->�4 6� Nctice of Ac.ceyt=ce'.1,, ), 10-0 71.1.03,L�.sued to EINERGI Fenestration Solutim USA. A LvInriMiller. PE heads, L*, die N lia mi - D id e Cciujur,- Pr c, dirt Control Revision stanip w ith the Nouce of 6) Foric ed Entry TesT, per FBC 5 '102-94 Lame Missile- Impact Test per FBC. TAS 201-94 Inc. for thew *'X%Idw Rigid PVC E xterior Extrusions fo r NN * iti d ow i a it d D 00 1 -s d .1 ted -it c e Stan: e n ii mb t- a ad ex oration dae b%- the N fianu- E)n o,, itim- Pi o �ku: t o arrol Sectio a along With LI.Lllktd-lll! dt"RINings wind m;1.0lation diagrain of vinyl slidingglass door. prepared 3 (',vclitc lVind Pre -.-,sure Loading per FBC. TAS."03-94 08 10 17, expiring on 02,18�1 8 .NfissELE LNEPAC T K-k=�G: La rp andSmaUMIssile Impic r Re:v;fant Lab. li,.- Tt� fT r T L S,; 4 6 bvFenestraluou lestin '�711ed •ane• 11.. 1 I.IX U-1 �i-­ %-iA, I.x, i u n J i I, - 1 f i', I � Ild �i i z z I ,I J -L'fi, piepared 7. Test 11`-002-7Q_"iA). 1"6410.327. 535753-09. perASTNEE-84- Limitations: ilel,' t­,� Idalmis Ortega, P E� (Testi report teviied ou!'' A IA 16 1 by Fenestration Testaig Lab, fn� Te Retpc,!:­, F TL 0038 A- I ulini A-22,�� dated ASTND 1929 and ASTNID-635. issued by EXOVA toVicion VxtnL`Aon for celhilosic -applicable SGD unit �I design pre-Aire-1 I See table I (sheet'�; tied tat,le �hiI fret 3 Test report on 1) -Air Infiltration Test, per FBC C. TA'�` _02-94 lit 11 19�� 10,� signed atki sealed ��l le Na Il- composite Material. zIns" rvpes!'3.11 rnet It "ee talAe-. B-1 & B-2- sheeu'74) aad,1LZ1',..4 1Y.,:10 I illull 16 I i�mci '�-'hlte P%-( id l.-'altiLl I P%*C ",,� UniformStatic Air Pressure Test. per FBC, TAS 202-04 (Sub m Ifted under 2V0A 'N o. 11 - 0167, 04) � Taii �N,:,L!-wiute) Rij Ie'j �l %vhite K�_" be •_p PVC and Ble,l C oatpd I, F'Imre 3 labeled 3 Water Resislance Test. per FBC TAS 202-94 8 Te,,treporton 21) 2 - 4 8 Notice of Acceptance No. 14-0916.11 issued to Kurnay Aniffica.. I tic. for ;beu pet 3. Egg ess operable doors must comply with nun elm widtt c j FBC is applicable 4) Large 1%"ike I 2ct Test per FB( "'. TAS 201-9,4 MP - Ll P'e"-:.111!'� Te-,,- pe, FS(- j TA�, (Clear and Interlayipt . -Ing on 07.0 4A 8. expu 4. Pocket wallsunder separateappra-vaL to be revien-edbyButldiial official ;,'i Cvchc Wind Pressure sure Loadmg per FBC. TAS 203-94 3�) ',Vi�er Re�'L�t%m�. e Tt,,! pei FB( TA" 21, Not�.cenfAccqlt.inceNo.16-111-.01 rss�.,ed toKiliaravAntlerica. Inc.fortheir L.kBELIN'G- Eachunit shall t�eai a pernnxift.r !;-avlwitli the mami&critirers name orlogo. city. state' and wnef ai-,4 c, I F of c ed Eati,6� es per F B C, TA S 102 -94 4) Large Nhsslie haipaci Te'-t per FBC.. TA'�' _16`1 -94 T i I s ifo I I t -1 n �a c lea i lea i a nd C o lor PVB Interhyers". expiring on 0701, 19 LdIcIwitt. g -dolig with 111alked-up drx";. �11- toll.1rion ll ',,I of "lidi It lclor. plreI. d C' vchc Wind Pressure Load ing per FBC. TA S 20 3-04 cci:,�ide:edaftei a ienewMapplic3tion has been filed and there hai beeutio bv Fertet.m.(tion Testing Lab., Inc.,lest ?"Wrt i'o I IL as t.. ddled ".)4 i 6 F,)rctcl Entr,- TtII per FBC TA S 2(C-04 STATE off in 1!� applicible Inill'I cede iffectine, the perfaimance of tlui pjol:41-1-t sealed by Idabms Ortega, P E i rqni-t�-I -I I i alone with marked -up d-,awings I iustaiiI diagrani of turyl sI glass door. prepired I Staten t letter of confornhance with FBC-516 F (lition t 2014) arid f BC _61b Edition TERNUNATTON of this NOA will, occuir aftet the expiratiou, dare I.,i J h 3 rel"t5lon oi clianee in the 4 Te,.t wpovi oii i I Alf htfdrm tion Ttsi� per FRC, TAS 2`02,94 7 T I:i,- Te FTL 6� 3 -,n, thniA. dated (201-1 Lynn IvEller. P E iqned & sealed bry Misuse of this NOA as aneack-irwaxia cfaliv 1 2 T,-:! FB(' T � kl� 4 )UniIiatic Au P; 12"061 10 signedand sealed by Jorge A. Ciuso. P. E. ander 21 A Staten lettef'of uo. iumcial interest. dated 04�11811 17 I� mei b,.- 1=111111ricturer. signed for Saks. wh'eirtising Of any otber puq3or4c s shall auto Luauc a It,,- let la"a te dus NO A. Failure to comp ky wd� any 1 31 Water ResLc-tance Test, per FBC. TAS 2021--�4 09� & stated by Lynn Miller, P.E r'e C t4 i o u o f thi s NO A shall be c au =e fni- tennination and rentioval oi NO.A. 1 4,� Larze \ fi ;II Im.pa �t Test per FBC. TA� 201-94 3. Letter of lab compliance. part of the i ho ve T ei It re pons, .ADI,7ERTLSE-NLE-NT:Th,eNOAnunibL-rprme&-dbN Mianii-Dode Cotantv� FlondaLand followed by toe I 5) QyThc Wind Piesstue L II u��4 I.! n- . I'LATIONS AL(` 4, UR TeI-,t Proposal N o 17-1.6 S 7. dated 05�051 7. signed by 1,0nq Chintti P E IfanyportionofttieNidAv, J.zptave& theta it shall be 61 Forced Earry Test. per FBC, TAS 102-94 J,I along withmaked-up dt.,7,,, lri,talbtion diagr�= of virtyl sliding elass door. prepared prepared by PGT. dated i �,l 1_',auJ La,,' it% i�,t,'A uu 1 16. �Iigried athd!�ealed by G. OTHER * LNSPECTION: A copy of this entire NOA shall beprotuJedto the u,,d tIy riie mannfacruirr lot iL, distributors and by FenesTrition Testing Labr Inc, Test ,Re }.t Ncf F Tl-,S; 4s lt�_l 14 1--, �Igfled ante kurhonvL 1%filles, P.E Ad. 1.5-1210.01). I Not 'e of Accq-,talc ,^e No. 15-l! 10.01_ issued to PGT Industries. f®r theirS-enes K shallbe available IbIr imVectioa at the lob -.tte at the request of the Bu�ddulg Offic 1"l ,taltd bv Idahnis Ortega, P E. (Test report revised Oil I,'� 1 1 o 11 1 ,1 AS'llI A 300-09 5570, 2 770" A )n yl S liding Glass Door JReinforced) - L.111". expiring on 04 14 1 This. NOA reAists & rentm NOA* 0-0429,05 and cn,.� I of this page I and evilidence pagt­� E- 1. E-2, E- 3. r: -4 I E-'7 & E -6 -v, ~yellm appto-,-a i joc Lurtew nieuttoned abo;'e- Ehaq 1. C'hackda. PIE, I�thaq 1. Chauda. P.E. � [ C' Ishaq 1. Clianda, PJE, ' e z Ouriiiied doctwieuziticL T 1� . .va-.iev1ewedbv1shaqL Cillianda. P1. P i I) due w ourrol Unit Super-risor Product Control Unit Sup#rrisor Product Coutrol Unit Sspa-Ti-.or NOA N-�. !I-O:OF.03 %0A No, 21-0!0f.0.4 NOA No, ' .1-0!0,03 INOA No. 1.1-0206-03 mwwce Expitanon Difr: April I4.N26 L_-p3l1")ul1.IW April 14,20.26 Expiration Datlill April 14, 220.26 Expir,adou Davet April 14, 2026 Appi c.o It] D. -t.Nt te:ireh ' .9. 2021 Ilvip "'. -11 Lilt. �pprov:ii I D:i te: Ma rel', S, ' .021 Approva I Date: N13rch Z'S. ' .0' . I E -3 PGT ltidtr:triei. Inc. GI NA indoi ]it(] Dora :. I tic, J?Gllndustries. Inc, NOTICE Of AC (:EPTAN-C E: EVIDENCE $I B-\UTI ED NOTICEOf AQ'FPTANCF- EN*TDEN -7B'-\Erl'TED XOTXE Of A CCEPTA-N(T. E NMENCE $1'BNlr_r_TE 2. Evidence ° Ilibrrutted under previons submittal E. NLXTERIAL fERTIFICATIONS (courinue) �,itl)wwol 5. Quantnx- Par., '�111)rlr $vaceiI 1�randard complyirig withASTIQ C'1518 Theruial Corid.•7Ic­.;t71- A. DR-k"TNGS STNI D3985 Oen-Pa;s --kT\l 0.881 BTU-inI Fir ft A77%1 F 1240 WNI"TR-Pass- AOxygen D R--k X1 I N fv,, 1. Drasing No.NfD-515-0.0 Rev B, titlIthyl Sliditic Door (LIND". Sheets 1. Di vo, I� -uiz No \1D-;;70,0 Rei B. titled Vinyl Sliding Glass Dc*r NOA sheers I MAR 0 FF-I I through 21 of 21. prepared by manufacturer. dated 1 1 -_-, aild last fe%ued on 7hrough 21 of 21. prepared bytihanufactitrer, dated 1005,15andlast revLsed =021,01`21. (61). signed and se.-Oed ti,,` A. Lvurt Miller. P.E.III 6. Quanex RI Dmas(-al coa4)lYing with ASTNI Theniizi' BT-_- and sealedby A P.E. B. TESTS ;,_ 7_� hr.-ft-"-r'F- F 124C� IA-�7"TR-Pass. ASTNI D 1-134 Aigoa, Plemieui� 2189 16- Fog, AST\! E 546 Dew Point bevelop-ment ofiwhe existing installation screww-ithflatheard_ V7 1. Test reports on: 1) Air Infi.1tration Teat. FBC. TAS 2024)4 15-0409,65). per 2)UnifoanStitir ALrPressure Test. Loadiagpef FB(-. TA,., 202-9-4 VimorExtlnslcn� Ltd B. TESTS 3) Water Resistauce Test per FBC.'TAS202-94 tor Rigid Pl:,h-:inv1 (.11onde l"PVC) Exterior Profile,-.1 -",%I A*EX-1 by 1. No n It Virtual Review Assist, Inc. 4) Large Missile Impact Test per FBC,,� TA S -'G 1 -04 A.A.NIA Fenestr3tion Fxtenoi PtI,,�IillK� Pograin. (8iibyisitteittipider,\'0.4.\'c?. I,',- C AL( VLATION� Plans Review completed and approved for compliance 5) Cyclic Wind Pressure L oad are per FBC. TAIS 203-94 Is 1. 'N one with the 2020 FBC 7th Edition by Debra Anne Klafir PX2300 alom! willi triarked-up drawings and inst�aflation dlagran., of ill PGT Industries, Inc. Vision Extnisions. L INd. P an otw1vitiv with PVC-A-M.Lk 303 - 3 representative ungs listed �)e],I and tesled to qualify Dowsil -01 maid Dowsil 983 silicones. (Subrit ilred it Yi eler.\70_4 A"o. 1 5_04 �(19, UJ) prepared by Fenestration Teituig Laboratory. Inc . Test ReportIi 9. P`%,7C-AA.%,L-k 303-13. 'Voluritary Specific -III t'.'i ul".1 (""I'llor'de (PVC) Exterior D. QUALITY ASSIL-&kN- CT T TL-789.. PGT PIV5520 PVC Fixed 'Windol witri 6, 'in prWosal), dated,K'03.44 Pi'ofiles for Vision Extrusions, Ltd A`EX I •2% AA%L'A fciestiation Exterior Profile FTL-20-2107.1. PGT SGD780 Aluniumin Sliduig Glass Door (unit 7 in propo,,11) FTL-24- CertificationProgram. 2107.2,PGTCA740Alur11 FTL-20- 10 NTotice of Acceptauce N,o 18-1217.14 issued to Energi Fenestraztton S,oluno�i li:;,, E. M-kILRLX1 ( ERTIFICATION's- 2107.3. PGT Y%7620A Alunwium Fixed Window (unit 9 111 prop\i ,al Y and FTL-20-2107.4. their -Tan 3040 & light ;liade (non -white) White Rigid PN"( E x u« iroi Fset usious for I Nonce of Acceptimce No- 19-0305.02 issued to Kuraray Ameiica, Inc. for their PGT KV76'10A Ahtrulthimi ft%ed Window (uait 10 inpropI ctjtecj 1)7 13 20. all signed Wiudowsand Dooi,; . e.x pifin g on 02 1. expiring on 07-'08,,24 "Troiffolt Ultracleati. (Aear, and Color PNB Glass Interlayers­' e% -and sealed by Idalmis Ortega. P E I I Notice of Acceplau,:e No 18-012102 issued to Eilerz lur for 2 Nlotice of Acceptance No. 17-0808.02 issued to Kuraray Ahnei ica. bit(. RA ilift the eiles 111ite Rigild M"( Fxr,&ti,-.a Lith-usions for NV'Ildoivs and Daot;, e'1I`PifLiZ,.'1'1 t i( lt�ai and AlliitO Glasi Interlayers". exp'w'nig on 0704-"23_ C, :C ALC UL A TION S 0 " 2 S. 23 1 "; ­ .' � - ut K (f Of.-%. t. k. q-� - �-':: c I I (10, 1 o I,; �! i -,ekl to �Inu Extni:Aon� Liniited for their -Brown 1. Anchor verificatioln calculations and -uialysis. conVivigg with FBC. `11 t 12 Notice cf Acceptance'No. 20-0263.03 t c, E nerg Fene�c,Tr�-olcon Solution, USA. hic, fOr Coated;"Paintied w Lailuit md) \1 hi(v Rizio�l PN ( I'xit-i iiI Exit tvsion; ro, Windovv� Edition (2020). dated iA 21 2 _10. prepared by umiifactuft! ;i2ned atid sealed bay their *'BilI & fight shade cap coa((-i:l Pia E%tfiirsi fin-usions for- and Doors". expaing on 09'30,214. Ani Lvim'.%filler, P E Wbidoti's and Dow i' -4 N 2. Gluing coniphe,i,,,,i*,Ii.kST.NfEI.100-04,-09. -12and -16, "N L 141(lo Tan 2112 alid lizlitpi shades (Non -White) Rigid Cellular PAT Exterior ,7, D. QUALM'.A. �VRAN(F TATE]NEENT S I Exff usions for Windows and Door ll I�tllrtnuehhr "Put- of confornzince to FB( 1,hr,ti t2020� 4)1'�i l4 2 0. issued bv Miami -Dade Departnientof Fepilator; and EcOU01.111L nLuiufactiueq� ',i:21,ed u.d �ealed bv AnthoI L.1-,nn li��?cn P 1� IF. S I X I L Nif 'sT E, C ERTIFIC AI IONS• 2. dated 1 -1" ""Ilifornmice to FBC- Edidon (2020). dated 021OL"21. issued by -ALAITERL41 I Notice of Acceptance No. 19-03015.0. tssited toKurarayAmIeiica. lit(. foftheir 0418,20. simed audka;etj by Anrhon% L,,-nn.\1fflet. P.E. aL.1 -xdr PE PnNI Libeling Agreement I)&veitn PGT. dated 03-30.15 xid sqn,,e> i. 2 Private Labelmg AglIteMellf 3.'zc'! f'-161 ladill;rne,. Inc. and (GI 07' WindoI and Doors Inc- signed by Deail 111X11 T' E It 011 bell11f Of 2. Notice ofAcceptance N,.� 17-0803.02 issuedtoKutaiHas Inc. forthar .S�'� eXpffMg 0�11 1'7 (4 "1 -Sliiiall-I Glai R K lear and llbllelIl C"VIII Intel -lave _1 OTHERS 3. Not -ice of Accei)lal),"e No 18-1106.10 Vi�slori F_xtrusions Limited for ;111elr I l7-0420.06(PVTw tol`Bf 2(fit20 i"'It"Edition) G. OT iff K,� -'Brown Coared d'ainted or` Laminated) AN -Bite Rigid PVC Exterior Exwusioiv. L21 1. This & 1(qjeit expirilig 041426 for lVindows and Do4 s". expiring on 014 30 _'4 RER Tle_;�i proposals =19-1 155 t,)Ied ("I'Fla "20approved b,,l lsba,, The current associated PLAC(Y�'ru,e e�:frinn14 14 " - `6. 4 -Nol of Accept.-mceNc, 18-1106.11 issued to k"i,cni E7�uii=,ions Limited for their 114 14 --A 1000 Tan 202 and li!zhter s�D�ors�4v�u-�t�liironfi�,aes e� gid Cellular PNTExteiior Ein-usions for NVindows and pirtrig 1 q 1, C'h.anda, Fl. Isliaq 1. CUtuda. P.E, Ishaq 1. Chanda. P.EProduct Coutrol Vni, iq, w r, i 11 Product Control U-nit sup*llitor Pi,) du,t ( ourrol Unit iouper-Ti-,or NOA No, NOA No :1-020F.03 D.1 it: Aped Expivinou[jate: Ap01l4,.'0!6 Approval Dwit. Starch If. .20.21 Approval DIII Ni.ircili *.-. .'fl!l L E .6 E -4 August 10, 2022 F U) w7ya -Cu 0 > 0 Z3 0 (D 0 L_ Ca -0 CL M 0 0 0 = .0 U_ CIO C) "_ 0 M > U) E 0 a) " a) 0 0- 0- cn M II M 0- -0 . [-Z C/) (D C/) Cz > 0 > 0 CL < 4L 41 L) 0 <CU C/) _4__j L) -0 CL o LU _j a_ SHEET NO.. PA 1.4 , LL 1 I I I I I L—_t"L 112-11 1 1, ! 1 11 1.1 i it- ,i 4, _ n ill n noree,r, iwill tit, -t „it , II ii 1 , __r 1 ! I 1 1 ! II i 1 11 u -I- I i!I I l 11 l l F I11r- (U O > U MIAMNDADE NTIANII-DADS: c(xtNTYM.S rtun>i t i c („ rRO L 111A I ruti O cast -Crete <,:�. LI.(' (�:,,t (rc1e 1'`�:N r •l,(' Cast -Crete USA, LLC N Q O DI:PAF2'C1tF:N l' ()1, Rt GIIt.A7'ORY AND 1•:( ()\()%tl(' RESO(`R(`F. + (It ER) 11805 S`t1' 26 Street, Room 208 BOARD AkM) CUDI'_ ADMINISTRATION DiVISION! ktimm. fioilda 33175-2471 NOTICE OF ACCEPTANCE: EVIDENCE SU"BI1'11TTE'D NO FILE; OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: I-A]DENC:E SUBt"r11 T•I'Ll) C) 1VOTICE OF ACCL1'T ANC'1., (NOA) www.rrriamidade.euvieconomv w_ 0 C6 to Cnst-("rote' I SA. ITC _.. _ 1. EVIDENCE SUBMITTED UNDER PRLVIO(S ,N1'i R(A AL /iO3-0611)5.04 3. 1• N'11)1• �CV �( I��ll t 1'I u t �l)I tz 1'l21 �"Ir)l � �I'1'RON Al =i 1>-n?nO.l2 5. EVIDENCE SliBiNIITTED UNDER PREVIOtS :APPROV:Ai. # 1 3-t19f13.tli � O O � � 6324 c'onnt Road 579 • A. DRAWINGS A. URANN'lN(,S A. DRAWINGS o Q o — Z� tieffncr, Florida 33584 1. 1t,;,,vint>No. FD4612, titled "Precast and Prestressed I.intel Details". sheet I of 1, I. Dru)s^int> No. F1)Ih12, titled "Precast uncl Prestressed Lintel l)cfuils", steel 1 0 ' Drawing� I Drmving No. FD461e', litic,l "l'rct-crsl rued l'res•tressed Lintel Defuils , sheet l of � -0 Li- — � r c ` '' l �" ''1 ' ` tr, ` ; l idled I" '1''rn t l,t' (,uis> I a++oa„ l' 1 i;u: ,; .f,,,; ,; . l.1 , � ; , T 1. prepared I err (d by C'r nr� Parrino, P 1:.. dated Alurch 24. _ 00_ and Dr ait rIrL l�rr. 1. (=lied 0 i �2 1 (l3 anti l )ruining No. LT4612, titled "Cast -Crete 4' 6" & 12 ' O � O > .l( (1{'{'.: (.a.1/-( 7!Y,' •1 {'•',�' l 1.arrli'1.`•i1/e l.!=rk! tit/'lc � ,%!.', l\ ! it»'r,lltin, ' - I'� ' , I he e•t.r I tirh'; Ccrst-( •rc't:' .I ' /, " rt" I _' " I ir,?c ; .ti'ul�' Lc,ad I call, ., ' , � � l.ittel Sa/c /,oad luhles , sheets I through 3 of .3, lust revision dated 06;'12.14. all •� 7D O — O Q) s_ 1 his NOA i being issued under the a) ph�ahle rules and regulations of s vex 5 b g tss e i I g I t governing the use of construction materials. C',•cri 7 Porrrno. P L: doled March 24. 20U.i !cast re, oio,r •+1 drift-(. i ,r;l a -. !=•,tie b I s'i��ned and sealed by Craig Parrino. P 1•: rate 08 19i14 L (n +—> Q — W (� The documentation submitted has been rrxil�,ld ;tali alcl )tcli h� �9ianai-Dade Count RER- Product Control 1 ) drertt'irr s si medcrnclsealed byC'ru! Parrino, P.F'. � prepared, , �O Q Section to be used in Miami Dade Count and ,nhcr area, 1, heir ,rll„ssrrl by the Authority Having Jurisdiction � rcal.r ! ,f,r,,fa , .'rlir'+,r�;,l, t! rr+,�i(�nr;,, . It. ' 'EST:S ~ Cn Q (AI I,l I B. Th'%T'!•, llc„eh ., .:" 2. , . 1' 1 lV r»1 I I, tr l.' /',, , ;,,i r ("I( , i r; l n11"Is 1'11h I -,nd '1"(rol, I ;i This NOA shall not h(: ,;tliri it:i flier expiration date stated below. The Miami -Dade County Product Contn)l Section fill klianti Dade County) an&Oi dic Al 1.1 (in :area; other than %liarni Dade County) reserve the right to have (. trilled iticidels, lotalcj'(13y coracvete hnrt"t spcer»re,r.,, lrr.r;1.11 r�11. / 1,rtl,iar,tl by Applied Research Labortziories, Report No. 30404A, dated 04/10103, mgii -d ruin 13. TEST" l „rr, C. CALCULATIONS this for maul, in Calculations for ("rest -Crete l.htc lc• ,t:afed 11,";'/(J; 2Ol 1. 1nr, l s /4 'flu drrou.1 1123G, product or material tested quality assurance purposes. If this product (it material to perform the rl,,! I=I' ('hri,tol)hr r ;1. Ilrrmmn• PEI accepted manner, the nianut'l-i-1 sill incur the expense of such testing and the AHJ may imrnediatcis rcvokc, C. CALCULATIONS pr,'larrrd ht'Clil Par'ri,io• P.E_ .signcdandsealedbyCraig Purrnao, P.E. modifi_ . or snspoid the use of such proliuct of material ,x ithin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade I,UUIIty Product C,unli'ltI SCCili ll 111a1 this product or material C. CALCULATIONS 51"W 2 1. alc lrl,r;,,=,� j+„• r 'u,r i 'rctr=lintels. (lana d 0_ 03. 0? prrs;c.c. Prepared b} Craig 1 \'one' D. QUALITY ASSURANCE fails to meet the rcyuirentrnts u!'the .Iphlicahlr building cede. Parrino, P.E., sigrred,urci e.aed 1't ('r<a,y !',», ;,a, !' ? D. QUALITY ASSURANCE I lie ali,uni-Dude C"o»nit• l)cparmicru of Rr g.idalory and F.�nnr,nue Ie'e,,,ra,rs rli!•:h'1. 4 2, r ';rl, ulutirn;s fnr ('ust-Crete llnteLi, dated OS2h/(73. ! /Ulaag>cs, prc�nrrr,(I': e 'rvr I Rt' .1liumi Dude (.'ormry Deparnrrerrr of Permitting, lnvironmenl, curt! Ret uiarory=Affairs. E. MATERIAL CERTIFICATIONS Phis product is approved as described herein, and has been designed to cutnpVs sti ith the f li.h ti'clocits 1 lurricane Par'r•»1.,. P L•., ,I' ro, d and sealed by C'rrai};> Parrino, 1' h. L 11A7'1.;R1nNl C'I':K I"I F1C,VI'10NS 1 Nane. Zone of the I' lorida Buildin�� Code DESCRIPTION: (Cast -Crete) 4",b" ��► 12" High Strength Precast :Intl Prestressed Concrete Lintels U. NIA"TERIAL CERTIFICATION: • 1. Notre. F, ()'1111?li APPROVAI.1�)UC ENT: „ . . , 1" , , %l e r , u ! ' r+l ( ivi l fiat hlnr' fevIc Pre ca,i! Lintels` revised on e1�'ta ' 1 1. ruaian a r, » ar,r ,n / { . UM Drawing No. FD4612, titled Precast and Prestressed Litr[cl Uct,atl shelf 1 lr! I, . .1 E. 01 11 E R 1. Letter'from (.cyst -Crete U.SA, Inc.,ddated t18,,19�,,2014" ,s ,ned and sealed icy (_racy; pre pared h r , N, ... 24 n T " ", " i 1, > Craig Parrino. I .I .. dated • 1al�h _003 and Drawing Na. L146i2, titled Cast Crete A , 6 �c 12 2002. Leiter ( - , 1. 1_erter frorrr C.u.,r , rcrr t r,l; ra„aii=+r. ci'dc'i i cl,rarorl r/.,! '(,,r-' �r,�rr('rJ ono, Nc ah'd Perrino. P.E., certifying compliance with the Plorirla li'uil(hirg Code, 2014 Edition, Lintel Safe Load Tables", sheets I through 3 A I. picpatcd h\ ('r:Iit: P,Irrino, P.P.., dated March 24. 2003, last 2. C(ir -i (''real Oualitv.Siwlem Manual for Prestressed Products dater) 2002. I? v C'rwis Put -rino, I". E, certifying compliance with the Florida BuildingCode, 2010 revision (sated lung• 12, '2014, all signed and sealed by Craig Parrino, P.E., on .lanuary 22, 2 011). all hcarin!, till' Miami -Dade County Product Control Rc%lNion ,tamp sxith the Notice of Acceptance number and the expiration 2. FN'iDI,'N('F SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320,09 l rri?i,=)r 6. E:VIL)1;NC:E; Sl 13M1'I' 11:U t'NllL+'R PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS date h\ till• ;Nttanu-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. :Nun,' MISSILE IMPACT R:N7'IN(:: Lancic and Small Missile impact Resistant L Drcnving No. FD4612, lidc(i i', t, a,i ,uni ?',, , ' ,,: ,i l ,,,t(? l >, /irils" ,h,'ct / of 1. +, I){I,�NN l \('S LABELING: Each lintel ,li all hear a permanent label with the manufacturer's name or logo and the Miarni-Dade prepared b), Craig Parrino, P.E., dated March 24. 2(/(l; rant! !emit,,,: �, I i rr ;'.` l,r', ,l r 1 r ' B. TESTS County logo. RENEWAL o!'tltis N()A shall be cotasider(:.ci :titer arl•netval application has been tiled and there has been no '( ust-Crete 4", 6" & 12" Lintel Safe Load Tables", shrcts 1 ihr„n+,h 1' 0 /", r„„, ,1 r='.1. ( iwji ,, Parrino, I.F., clated:1Mar•ch 24, 2003. last revision dated ,blare h I i. 201,? 13. i'E S'I S None. 1. ,'None, C. CAI., CALCULATIONS change in the a11�2icahlc building code negatively affecting the I)erfl��urmarn:c ,,I' thin prt,dul•� B. 'hh'I"'.S l None. TERN'IIN,ATION of this NOA ss^ill occur after the expiration date or if has been a revision or cla,,n '•r m the P materials, use, and/or manufacture of the• product or process Vli,use of this NOA as an endorsement of any 1, a1'orre. ('. C_"A1.Ct,1l,ATIC)NS N' I). Ol`AI.tTl' ASSURANCE C. C'AI,Ct?I..ATIONS eiiN product. fi)r note,, adc crtising or any other purposes shall automat L. -111? ici min,tic t11i� \'O,1. Failure to comply with 1. Bi' .th,r»ri-Dore ( owni Depurnnenr of Regulatory and Economic Resources (RF.R). any section of this NOA hall he cau,c for termination and removal of NOA. 1' ` 01W D. QUALITY ASSUIL0C L' :ADVLRTISE;MENT: "File NOA number receded b the words Miami Dade ( taint,', Florida.and followed by P Y D. (1( Al.ld'1' ASRtiF.ANCF. 1 Ii't' lti,a,Ni-1),icl,= County Department of RegrJatrory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS the expiration date may be displayed ur advertising literature. If any portion of the NOA is displayed, then It .hull 1. lay Miurrn-1 ),,;ie C, i, Building C'odc Compliance Office. I. .Vona he done in it, rnliret}. E. MATERIAL CERT11,4CA I IOZS F. OTHER INSPE,C: PION: A cop) )I thol, entire NOA shall be provided to the user by the manula, turk'I "r w; dktrihmors and E. MATERIAL, CERTIFICATIONS 1 1',urc' 1 Compliance Letter willr the F7oi-ithi Rmltlirtb Code, 2017 Edition, issued by Cast - shall be available for inspection at the j(.+b site .at the request if the Building Official. 1' \oiw C. rater (.5:'(. laic:, elutes! 08108117, signed & sealed by Craig Parrino, P.E. This N(.) page p• g� ', 1 ,. [ t and A revises NOA # 19-OI30.i4 And consists of this age 1, evidence submitted pages L I- I r l 5 its ss cl I as approval document mentinncd ;ai)ove. ....dam.. a.. _.. � _ } Ilelmy A. Makar, i .E., M.S. _...... - _ _ _ ___ - _ , , , . ,,s _•.t. _ 'tielmy A Makar, P.E., M.S. r. __ _ _ r; (-- , -t, f � !..._ �` Ilelil A. Makar, P.I?., M.S. the submitted docunicntation was reviewed by Helmy A. ,Makar. P.E., N1.S. NOA No. 20-0630.15 Product Contras Section Supervisor NOA No. 20-0630.15 � Product Control Section Su ervisor p Product Control Section Supervisor MIAMbDoADECOtJNTY t'� %�� 1�",� tv- Expiation Detc: 09/11/2023 1 ,pirmion Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 2 NOA No. _II-t►630.15 Expiration Date: 419/11/2023 a^ 17e, r)�aZd Approval Date: IK20/24120 ppruv:it Date: 08/20/2020 Appi-mal Date: 08/20/2020 approval Date: 08/20/2020 E Cast -Crete t SA, LLC Cast -Crete USA, l NOTICE. OF ACCEPTANCE: i'yil)I•;m I,-, SIJRMITTED NOTIC'L: Oh :AC'('L'I''1 .1V'( I'.: EN'II)ENCE St.,^BMIT 14, 7. EVIDENCE SIiRN111I'V1)1iNDER PREVIOUS APP'ROVAI� 4IS-0424.04 '). NEW EVIDENCE SUBMi'I'TED A. DRAWINGS 1. DRAWINGS 1. None. L None. B. TESTS B. TES1 S 1. None. 1. None, C. CALCULATIONS C. CALCULATIONS 1. N out• I :','`rune. D. QUALITY ASSURANCE; 1). Ql':A1.1"I'N ASSURANCE r,l Re, x1e"ator•,I°r�rnd l;'crnn('nuri(° Re.,sa,rrrc,'�: +1i1•.hr. 1. liv Miami -Dade Coil L.)e rcarl,n,=,It L � � ) . �'t h,isa�n t ,13c, Orota('y' Department of Rergultitor.v aced!:', ow, mn h', ,;,,r,, 1". MATERIAL AL CERTIFICATIONS I". MATE 'RIAL CE,RTIU'iC'A"PIONS MAR � 4 Z023 1. ,None. 1. None. 11. 01 FHER i Compliance Letter with the Florida Building Code, 201- L•-di,ion, i,.slit d iuy Cast- F. OTHER 1. Compliance /.cot , .i ith the Florida Building Code, 2017 E,lio,,,,. ( 'rete USA, Inc-, dared ON 08/17, signed & sealed ht(nai;; Pal lino, P E. Crete 1-'X-1, hat !sues t/,Y 11<y; l 7, signed & sealed by (:'rase I'cu', me, ;" I � � W_ S. EVIDENCE SUBMI.1"l El) ttNDER PREVIOUS APPROV.AI, 4 19-0130,14 2. C�om ?lain, e / c1le'r• with the Florida Building (.'old(,, 2O Sri [ALL ,,,1 ?' "4, d ')I ( a.S1- 1 C'rere 1. ,ti'.�I, hrc dar(•(.l (16;'Il✓20, signed ck sealed h) Crat, i* l r» , r, ry 1. g Virtual Review Assist, Inc. A. U1Zr1,NN'INGS . - Plans Review completed and approved � 1. Draining No. aF1.74612, titled "Prec~asp and Presires"s'ed Lintel i)crlod.,' llhcel .1 of for compliance with the 2020 FBC 7th Edition � CL 1, prepared by Craig Parrino, Ph'., dates! March 24, 2003 and I)rata i„ti V'o. by Debra Anne Klahr PX2300 Q LT4612, titled "C'asf-0-cle, 4"6 " & 12" Lintel Safe Load .chcefs I 0 Q through 3 of 3. prepared by Craig Parrino, 1'. E.. dated l Mirth 24, 2003, last revision dates" int• 1 '. 2014, all signed and sealed hi, Crain Porrrno, P.B., on V January 22, 201'J B. ms,rs O 1. None C. CALCULA"f1O'V'S 1. None. (D U) 1). QUALITY ASSURANCE 1 lit' .1fituni-Dade County Dep(irtme nt r)l Regidalor)" and Economic Re.wun ,'ti rh'PY1 . L) CIO co E. MATERIAL C;LRTTI• ICATiONS Q 1. Noire. F. OTlll:lt 1. Article o/ ( oni crsion for a namC Lha,,,:;1. L r ,1 51111� w C- i -It' nt? A. Nbhar, 1 .F., M.S. Wr A. Alak:rr, 6'.1e 1 t� (D Product Control Section superxisor Product Producta nil or L.u+i[rol ticctiun "wupervicor Z NOA No. 20-06+30.1 a NOA No. 20-0630.15 Z 1:x1)irition Date: 09/11/2023 E.xpar:)uos) D:ut• 09`11'2023 1 Approval Data 08/20/2020 Approval Date: 0&20/21Q0 F:-5 0_ SHHT NO. August 10, 2022 PA 1.5 I islitilitillitittlittillini I I I - Z FC0 I T1 L 1E N,\,, TILLI ;'. SITING & EMBINEEPINO COMPANY kAtA i rPR A 77i T rr rp - P, F PRODUCT EVALUATIO�i[_UFQU REPORT NO.: 20-0728.01 DATE- ,,, yib, 20<0 PROULIC I CA TFGCIIRY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Global ProttlitoortProducitiii LLC, 4800 S.W. 51 Street Davie, Flor&33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID At 19013) to the Global Protection Products, LLC. Rule Chaplar Mr. 6 I 020-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as cit-.crihed hemin, and has been verified I compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Codo This Product Lvaltli Repoli shall tye subject to review and revision In case IA a Building Code change that may affect its limitations and conditions � 2. FVIDFNCE SUBMITTED: Z.-IJ?RCIVIIIIQUYALUATION 000UMENT [F_EJ?_kL Drawing NO.20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", AhApts I thru 26 of 26 prepared by Totteco, Inc.: signed and sealed by Walter A. Tillit, Jr-, P.E.; dated 07.128/2020, This drawing is as integral Part ct,� tpls Evaluation Report, Ili o,,TIM It,, & , 0 4 T/" toki "i ", 'i. Ili, llic�-_ I .. , - " it i I - I Ili ho 41,157 i - 17 4: : - Ar * � .: = .,;"Q:. : S' 0. , .. .<,;, I., :I�- . ."4 Id " I r, �,, I, '. l .1 ,T�_ S 14 I I X., 14' I N1 W. 16th S"et, Suite 305, Miami, Fhiri,b '11166 - Fiore: (305) 871-1530 -1 011ji 'its- L I'ADULCi Ll,,,LidAllUi%-AtLL'VA,L-%U.-�lU-U2".0 2 21 TEST REPO RTS : Large missile Impact and fatigue load tests were performed under Protocols TAS �, , 201. 203 as per 8eelitsr, Ini the � k,IiTla Ulj,:"�I­"j i'�',I' I '�it�-ir -n "T il as per TAS 202 Protocol Test reports prepared by Hurri"ne Engineering & Testing, Inli Rnpons N 96-569 dated 08/09/1996, #96-570 dated 0911811996, 4091I dated 09/20'1996. all three signed and sealed by Hector M. 1,10dirl P F. , Fwiesl;ation Test-irvi I ,!.,,[,riilory, In, r,!cAli It '1012 dated 0411"110914 ;an,! # 2126 dated 10105/1998 witnessed by Gilbert Diamond.F E. end R,-port No' 0219.01-09. dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. 't,.o,,j,.,: tl­.nt ,ill,,it Nt. _10,`-I97 I- �%, OC I'llptallurqw.m. Inr_ dated March I -, 2i ri ,i 1 jand ",Woft I,,;i I ­,!, ,-, ,- . Za. STRUCTURAL ENGINEERING CALCUI-ATIONS: On 20 Gage Galvanized Steel Storms Panel for maximum panel length vs. design win] load, ,its %Ni as maxinium anchor spicing vs, design wind load and panel , loirlglh hasw,I I ratronal and ,,,o,nj:ar,;l,,r,; m,_IysI,4 Ili it- iorcoldrint- wi. %VAIll section 1616 of The Florida Building Code, l.al,_-uiatorls prc) Fr(i t)y I illsI pla ,r,i nAi dater! 11 li and ()3112115 L signed and sealed by Waiter A. Tilfil, Jr-, P E. 3- MIS511AL thiPACT RESISTANCE - - C_:E1 Large missile Impact under section 1626 III ;hu Floto,- Building ;.,(,,e;,, is p('f TAS 201 Protocol 4. WIND LOADS RESISTANCE. . � IGa g q ,; a w a;-iz ad Step! Storm Panel has been verified to sustain wind otas&urii Maximum panel !!eItqt",shall be as 6(fic.-Itodonshori 8 1.'. '_ Vi * 16, 19. 25 and 26 of 26 of Product Evaluation Document (P 6.0.) drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 11, 11 17, I a]I, i 9, 210 ?5 Arill '?f) of 26 3, of Product Fivalualion 0ociiment (P F.D i, drietwing No. 20-176. 5, WSTALLATION: 1 _nk)iilalitm s11ah he Ns,r',-rri Ati in accordance with details indicated on sheets 3 thrill 7, 10 Ifiru 20, . 24 ,-!I,! A, Q1 ,:r'. LIf "",10UI-I EvalLallon Nx:uIllent (P.E.D.), drawing No. 20.176, M.tiimurr, ,ii�paraiic,i i to ,;lass I be as Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document I P i: F) I diravAl No. 20-176 "I'"-,li ­�I!/,,/-` 1"11 j*i�-\?CEN8e --9. j - a-Z__=`A_-Lj41 1 57 - % -/, _, dP'A.jjIi * . ; At � - / % _ STATE OF _ - :*4k- t I - _rs�- -- ,II1��:, nql Ir., 'i , - ,, I - .. 4!A; Cam,-. , ,, 4 - 111,I:' ", A I li , lllm,h�, , - -_ -- . F ­111 "Ili .slsi Snsk­ - li'll"i wussi A, ll"'. INALID) ]i 20 �Ii GkYW= TM 7rft -mili �11 "I i ", , ­ . " I I I., I .. ., �­ ,,, iAAAJAN STAILICTtisli 11EMWID S,01 PANE, 1 I � �. . . , " ., 7. � � . � .1k: )Aslillsi IN Aw"OPIA" S1011 - ek ,I, .E,111.;Ilj. , �. �. . I� �_-, '�,A,I�L � I I ­ !" .1 1LIJ4AC6AI ftldi�,Iisl­ ZQl)E `r� 71.1 -UIITRQ , 10DOD III W;WjC..R&jI . mo w_,Y." I Di Al LiTLAIVS �IIALL a, .�:ILullsi Al', I -FC-ION I GiilO Or THE ASAWE )AE,NTONEL, ,Mq - 1/4'11 7APCON ANNI AS hiskslurACT)II 81 , I k _*� I I FOR A ki SPEED &� REM)AI P Pit 4`40d"ILIKTWIN AIM!"i IHESE 5#4017M ON R BE MAISIAti M:.l IIII I- ir, PAIIIII 9111i ri AND PWIMATF PLUS ANI i h-41, , , � 'r, 'O-M rry rACTOR 4 f,�RV Ilod-0 Elb Vi Ai I 6 Na., a'„MAIL NOT EVALFO fmf Asioliki �X Sii , I ­� I:Alwt TER III - - . I .. , ; N �!Aai -I ..-ACL, 1. Ii 1: I 11111�1 ,, P 11 Ill N, .1, � ­, 1 ,, ,­.­ - ­P, N,pri I - �T fill-RCII, Ofili & -4 1 1 11 , I I ,I-1 1,T AI cl,mii ,I kAlit I,Ii - ,­,i, ,,T-, rE1r;sAlAri, Pro AlsCL l-16 I I, I. I 1. 11 I I "I - 111� 1. I , ,,, I ,, 11. 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Ahci I— I ��,­*, 'L \�,� � L - �� - ___ - ---.-. .. - __ - ____ 921 CAII At SOi A. a. ,Ik,, ,­s -1i '/d- ,IlrD T,AL F(it4clillEIE 9i Ill' - I � -------- . I % 20 GAGE GALYANIZED StFFI �Iri Iiii _�__ j �*,i N, 157 1 . - - , i �' Z ) 4 - still sit" IVIALL at Allaks'li '/4� 41i !,(,Ik--. I;F�l $.Isku BF 1 I�2- Loss' MiNki I ! I -;,*.j-_---_&- I `�.' I E.AST. AND " WINNINAUNA sto ii No Sruc - i � .. I �, ,-:. � " 1111. PROTECTION PRODUCTS. LLC. .. , , j i! : , 1IL11ECO -., `410' 1. Is- 1"i I S ,_;T - , ­_ ?'"llL-,-;. ". . '-LIH 0" - 4 , - 1. Ai i pt ,��=­ . I "A.,_, - " ...... M t-,=7 �. * , 1 ­- - ,It�- ,I _ I ­ ____._ ____________ . ____ ­___ I I i I INSTALNATION_ DETAILS FOR RU()-LAR PANE l,,5 j -&-jA I INTO EXISTINC, POURCOL-CONCRETE OR CONCRETE . I ­1 .,.4 - � BLOCK STRUCTURES � I, '. COWO" -i 1-1 f ­­,- III (SEE lic-ED-C .. - . a . - I Exist F`ICJ.�L : 4 � Ili !'NE,ii c" - A 11 . I `i"i POURli . �`Atr" Al ,.i *I I cownint REOV"E'. 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I �� - �ksli ill- 01ii .. ..-.-- � I 4L , I AEOIANIM A I -_-Al� - W I * ,li , , A I . I j I - I/- 11 - . I, sil i � , . N �, - .. '" " :,. , , P. t- . ... ,.1 I,_ � cos"i Aw - . . I 1. I ­ ( I Z 14, Ii i I I - 4 - -V "�),Aki - - C7) - '(-�" " 1 * � '" f " � , , , A , - %-I st $* 0, , ANOITIF Askic-Ok" 1 11 , - T ` - I- I., - "AT ,010"All SAl - - r 1, - �. - W 't 4 � ., i, 11 , I ,.WKD VA, , ­1 � � (�CJE V-CDN`%1 0. Ili I I ­ . .1". , I I It' I a 1,0011,", pli I 1A." a i � I "'O'"W'ALL WQUNTIN ;ALjl,,TNo_ANq..rL00R MOUNTMQ 111110 TM ALTERNATE 1L_jtL0_"j__Mi I SECTION I SECTION 2 aw? =TIQH 4 I _ - ! � I I U t, - i EY-51EAPOM t I I I ,MIII I . 1) t . DUI ON - , 911i _I�. . lu-� , -_ I ji ,­ , i, �4' : ; I ".. . P It ,.- 'OL)Ns . T­ - Al 111DIL-EQP-MA01i ,I� _ : - A 111". 1, A 1. i , I lI I tDP 1, ElOrCIA v:- ,. -, I vc � , �3 : ,,,i ,A",,,, COU&NED .kjkz - : 10, Z IN ANY Y,1 "'PI A rjj "',o, "STAILAERM .- , IT! __ t , - .ii e',,.•1, _ ___ ,�i . I / V_ , - ,_,­ , j I I� . .�? �. i 'tl[i 1144114141lir Ii IIII V.6.1ty 14-ri-­ 't . - r1c., 1 �. .. �"M -111", All I , I qr��,��Li., '11 ,- Z * ...... T; . = 20 QA�l �AIVAI �IFFFL 57ORM PANE �Klls I 1. I * . t I 10� 0, :l* i: -_ - � � ... �_____ � . _____ I I 7 Ili slli;ui� I I I % - ,,, "i 11 __ - GIOBAL PROTECTION PRODUCTS,LLC -, , 0 ". " � CEILING AND FLOOR MOUNTING ,,, �li I , , A, ", '. I I I L I E C a I " C Alliki 5. Ill Ii I `A:,�' S - iti . ,,, � .: , I -,I- ­.�- , -,r A!%1. �/j I ­JT .r- . �,Iii . .. (.. - Ali -1. A - .., M.tA_ SECTION 2A 101? A L i4t,411, .= - is - - - - I MO- ". 1. lz�l �ia-l' 11, ,is. Uil -,�......, AA- - -I- - I - _- �.17�_ , ... I ;- . �!; , -111,111, . , � '"Til si,-�� .... .. li I .1, Ii. 11. 7,`,." .. A, 1� . I- . i .___ , L �,_L�__ , .--- ---.-- - - 110011I I L%.'i Nil"r, I'l .111'.1 :q, -!,.')..LW 16, MATERIAL.CHARACTER15TICS AND SPECIFICATIONS.: , _ I Shall tf, sti;cd ' y in accordance with Genf ral Note,� ann Comporionts inclicated on Olti 1 2 and 22 IjII Ploeltri. ; F viilualion Dooinitent (P L D ), drawing No.20-176. Ai ,pcc.,fic.,7jttcln, shall be As In(jir.i I7I1 sli9 1, 7 ,C,j ,t 11 r I I 21 26, or Product Evaluation Document (P.E.D.), drawing No. 2DA 70. 7. LIMITATLONS.AND-CICINVITI[ONS OF USE; 7-1. Shall be strictly in compliance with General Notes No 1. 8 lhru 14, indicated on 0i 1 of 26, as wril as General Notes $1 1 thru 4 and 11 thru 16, indicated on sheet 2 1 of 26 of Fir�,Llui-.l Evaluation Document I F rj. l drawing No- 20.176 prepared by 1`11tac.o. In,,. a TO I,:( priti insist sealed by Waltcr A I ilia, Jr P Ei 7.2. Product may be installed within HIGH 'VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3 Product shall only be Installed Into poured concrete, concrete block, and wood frame struritims; Product Evaluation Report prepared by Walter A TOM Jr., P E. (Fonda License No 44167), Presiii Tilj&tt:A, inn, tFlpi (. A-00DI " '/ I _.... � I10 ....... I-,;:, ­ I ,�,� �p Z . - -_ � `i ,�j,44167 -. S - .i,-,-'---­jr____. . - I *; I �* :*E . - . , .1 ..0 � rATE 01' !,ct � I , � " , * ; '.. , l, �. �A, - , I ��. , - .�,,Ai 6?0N . At , � , ,`I�' 4"lluslo"W", I ,1, - - I C.,'l A,','-' ,-IN R 4 ,- OR Z, q % P. I RFPOPT 2 I l I , L OA Al PRO I ECTION 0 n 00 I rs I L C , 20 GAii I - I I ")i 4t: I b I LL L } I 'LW M P AtICL I 1i 4 `6- ' ' 11 ill - ­JR I I d l 726 61 ". T_­ . -I , , ­ 4 r, ; f- �� . (" �__ " iY,�s, Z---.....-....-.-.-..-.--....,-- ___�si 111AIA"T (IstSTlAir�1 9, PAICTINFIFFRIN" COMPANW 1, I I I I, 1IL � PRODU('I EVAl l I ii, I If IN R[i ­ I REPORT Ill 20-0727.02 DATE: I . . PRODUCT CATEGORY. t, I J,!,_,is PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LI.0 4800 SW. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION;. Tf;ii, ;i F. )duct Evaluation Retort issued by Wafter A. Tillit Jr., P.E. (system ID # 1906) to the Global Protection Products, LLC Rule Chapter No, 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation 'i-,� pf.'j-duct ts being issued an Evaluation Report as described heroin, and has been verified for compliance in accordance Nith the 2020 Seventh Edition of the Florida Building Code and to Ili tliat JTlI prcyduct is for the purpose intended at Ifil equivalent to that required by the Godc, I his Fill Evaluation Reporl shall be subject to review and revision in case of a building Code Charge that I affect its limitations and conditions 2_EV1D_9RQ_k 15VOMITTEID: 2.1. PRODUCT EVAINVAT1011Lp00MENT tP-F_1D-i: Drawing No. 20-175, tifleii GAGE GALVANIZED STEEL STORM PANEL", li.eels I thill.; 18 of 18 pr"panid :.,v Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E.; dwod 07j27/2:'20 This drawing Ili an integl#Armo,lpls Evaluation Report. """-. �, . 0 ", ., . - -, I '1� I- . . ,�N'- -, ,"i I _ . I ­ --I - XI,� -II --Nu", .-A4167 = , - . � .11 ­i A :i 'T, 6) 4F .. .�l � .., - " A, ,<i . - (III ,Zri,l I r I 1�- I . ,� .11' Ill . t,355W InsInsN.16th Street, SSuite, Miami, Florida 33166 - Pboati. (3055)871-14 ' AU 1,011PITT11 �....... ,0i - I _5 31 �__ - --.-..- - - - '-______.I . - - - - - _ - __ - _. I QLJLAR & LIFE SAFETY STORM -PANELS I - . ­­ - . - . ­ - SAFETY_ _- ,A I"* Ili stror.) - rl I 11 .111, I - I .Qr I Ii 0i I i � � I - - 1 31 � . ",. I ,10. - I - . I , I - 1 3W - I T-ii .. III*l - I 11,W I ,__, '­ ., I l ­,- '11, tW.VANIJILD 5rilit 1, �, ASTOW A 651 ,'O,Irl�- ,,- •- ,II " III, 2 6�p4 ,l, o vsi, kPw INC 'S"I � I , . 56 , - CAI SQ .-I -VAUrD r CAVIAXIIIIII 511i , I T-Fl, rWV I i' EDGE ' 1.1, , I I I "l,I �,� I I " DETAIL A I I , I , I A 'i 0er I , I,;'A , , ,r 11 "a Ir _ I I 31A, j I -1 I .tw .. - � T STD RIlL. f M LL 1A LNk_:EDM_FANU � � -1 I It,' .�� 71. - . .1 "I" i A -I Ai.,',�".( - / -1 11W I ­ . � ALUMINUM ANGLL l__ - . . . 2 1 t,O' i 'i-AC A. QI � ­ - - ,. - . ! - , cl), , , . . A R. ­. : I 8,R , Ki . III - I 'M, 4 ' � ,h,* ^IAILDCR (3 'Ll.". HEAM - A117-1 04i � ' - 1 ,'✓­1 r I90 � " , - I I ___j_iJ 1 - - 9-i'"?, I - ... i ­1 {.�) KEY HQLL_Wl k:ALIMNIIIII . .. I 'i r ,,, I I I . d �), I , , i , ,,'. " I i 11 x!' - , - v - - IP7.-- 1, F.. I- JAIIii , ­­.­ .­1.PA~ , I I . . I . 1. � 4L4 - I - '' ., I 1120, I __ -A - I Ii 1039' R39 1 I. ,_t,`,'. 1 1 I I I ., {,4 1 1 ANGLE I , RkYER' .L $I Ui, � � . .. - ?so- - .1 ", . . I . I . ,�, � . . 2s,.,/-..-?0 30. V.,i, - - ___ - 1, . I ,." - , , , , , - , - silo it Is si,,"".11, %. I I � � - ­­ - I . I , . - . . I - 2 1XIE], - � I`Ai " �!�) _1 A 1RACK ANGLE (C �) ,L, Ij - "F` TRAI (?) ELM...M= ...... IlMill", WITH--sm it, P'. . T.14.1 /'p,f-li . . . 4"- , , . I II-i I �_ � . I � - - Z No 44i67 .. �= I . ___1i.i:, ! = ;i; ZZ * � TIT, : * = FLORIDA 8W,O,N(, r'�!I[ '14,,,s, Al , -.1y lAI,A,,i,GII Zone) I 1 ., ", 71_ 1AIA � G. - I - 1� -I", STAI Of ."r 4 . CA, - •, ; to ­,p Ill '"" ""', - ____ , N GAGE GAILSAIII SIFTI IJOPAK I :, I A.- 1 1 54 KF.-f HOLE , 1,.Ii - N � - - ____ - I - . - � . - . I . . AT PANEL ", I , " .. ­-: ,�, 1,.�:{ ­ , � - IILIECO..c ' I I,' "' . IIIIAL PROTECTION PRODUCTS. LLC.' .., -1. � � .11, ........ I, ,� , I � 1 . ­cl��l , -"r'11=-140"-- I �1_ 'sti,­­ L'­ � =, "I". . of XA­`5KAAA'1AAt,.,E ; . .11 . _ .:Itkk_ . , C, )Iisiki i (Illf!ikIlill. 17, I 1"7 I - : I­­­­ 1 1 INSTAl,,LAjI0_N_I)ETAILS FOR ­ RE - Gi PANELS 1,- ,?(- _J,� i INTO EX15T10 POURED CONCRETE OR CONCRETE BLO"5TRVCTV_RE5 I. . __ - - C. - - = . t n I - ` -11 I:— ,l�.."+ - :SET ww'-f ". "IT. I , , . . i� . I , - � r , I 'ilK w ^ t . ;4L I Clls,,i r-lilio, i I IT, 1 4 � . 1`1001111) . - X E 11 I I ­­ ­4....;__ : . �l i I " 1'I ; , ; . ... , .- _ i _ i ­ I . i ,, , 1) 6 �U � ,� 1, I Vl. I I i 11 I I .. � I I I !, z I I I I I � � I . I . � � I .. !,k I � tAi -� . ENDCLOSURESDUMLS FOR INST4.1I.Illit � -R%LKJVM , _QXK1 L CQNQRED1_KQZ_M__W= VAIJQ FOR REMAIW-ETY-Ai E-Z RAW, STORM I PANLL 5-fg-L)i I A, 44 1 =_!111.X__ 1 4� C I 711771,11i i Z=.=%. - JI I ­�­- -.-- I I I 1. Ill, - I I - . � . I I L 4_i 3 I ill I I , ". " I 'I'll, I - I - 1- - ­ Z, 'Ili � 0 -_ - _ .- .,., - _j CASE A (PLAN), I . , . �'. - NL.0 ]TIE -I' I, ­ rAXj!L_(rIAli . ', .1 "CAI 3111.- I I i i I 12TAki I I I . . . . 1 '4 -1 - - r , " , - " ,:� , if��. ... I � ,, . . ­ .- , - __ I _ :_ , " I I- A— . - i ( .� I f . . A A I I � . - " - �: : " : Z: -IA-, � i I - : .-I .. I ;�Zt"ii, I I A n Al- . I . - ­ . .- 1=1 I I _/ I - I I I - , At . . I 1­�' . i � E 0 1 . I I I I Ali ,.w,, , i.s. .1 . ­ CASL I LPLA!4j - - RAKA .- � CASE 0 (PLAN it =. � I . �r ___ � I. =.:1T_,__. - � --- _.,_ � "t U I smt 31'a.'' I � , � II^1 I � ( t � I-, � , , - ' - � , I . I � � .. l:1.11", *: !­ __ 11 I , 1 Ill" 11 - 11 "�, ­­ I rv;."11!11�All .1 : �.." � �"'L .1 , l"i''I "4i - -, i ­ N I 1.4sit .­ ill IN I I .. '. In 7�1 � , W&I'll wi.1 I i 1 IBUILD OUT MOUNTING."" 1 III , , " ---", ­ ­_ "%--" L:lz.l ,�QW14IIIii - SECTI N .. � I . � I I t "IA 'LAZE3"S.- ii Vs-'- - .. - A - ­ . I .. ; I 1ASTINk' . ..� .. Ii ., . I I - EDGE DISTAIII I I I ­ -11 I .. _ ­ . _. I ­., . I Y:.,. I I sEF S(hF'),LZ. _'.. ; CI -SE F 0,Aill I I . , .. - ,. " P . wooc, PIATL SUN.:. . S.Fi " si) / - , / ­ N---/ L &1i � I . \---,/ , III-, W. .. I x I,, : ! I. I - I :. " : I ! t__.. CASI-E-CRI.Aw SCAJ t/16-0 1._r.. __ ___ - I . .I .", I I � � ­­ Z . ....-I . (D , I, , I I ki`i� - / "' ­-­ j ,II;`1 . I � 1. I A. " � 1 �i � t I % - '1�i 1, '. : FICIRIDA Hills I I, ,, Il , , � I , I .. , ., �, , I, 5 . I- . I �12, III;,. �, . ,ii ,� 1!�, " I 1. sil", , �!, I � .1 , , r I- - .. _!� , N, 1 4 416 7 -. - � .. �,A.10 IIIIII - __ - . . . _- 70 GAGE GALVAIII iiifiL i`[91,0 I d I 5 E 7 T I 0 N x 7A - - , - * � ", - 4 � A I � A. , I , � I . 4T - 4 T r D.r, .:,�,_ - I. � I T co tITLE I "" , , " " LOBAL PROTECTION PRODUCTS, LLC. .lt � DEJAIL �_, . ;_R I REQUIRED-Al.ji Q STUCCO 'Wi I I . Z , -z,. , 1, . &�-..�, I 11 ,1 ,.� � _"' Inc � k r 1-11:11 I "`;!��� . - . - I - - . _. �1_ 1.11 2, -I IF � - _11ti , 'i 1-1 7_ 1=. �Ai-.�,,----- -_._iri� � � I, "I"', "VA- _., A I 1i 117 ." I,., - .. ­­ [-,:�,�­! ­t­ PRIji,ii. I- I EN ALLA,�_ORTNO. 20-11i 2 2-2.- 7W REPORT'S; Largo missk, irnpar,l iond tests were ppriorol under SSTD 12-99 standard as poi f;sPrAton 1609.1.2 of the Fiends Building Code Uniform static loads as per ,: ­ ,ection 1709-8.3, per ASTM E-330. Test reports prepar-3rd byArfst,itic,an Testing Lab of South Florida, Report 0814 01-01 dated 03MVIC2 w1tricssed by William R. Mehiner, P.E., Boriz Moroi: P.E. and Henry Hattem, P.E. 3i Report Nu 02119 01-rI4. dated February 25 2004 signed and sealed by Edrnundo Layclar-spada, P E. and Henry Hattcrin, P E Large missile impact and cyclic . lowlingli; per Protocols TAS 201 & 203 as per section '609,1.2 of the Florida Building Code Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23.2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-1 98 by QC Metallurgical, Ii dated March 13. 20tKJ signed ani sealed by Frank Grate, P E, as per ASTNI E-8 and Tensile Test as Pet QC MelalluI Reporl No. 1 ClKlii 318, dated December 1, 2010 signed Fill ld -w-aled by Jerry Jacisufano. P.E. as per AST10 E-8. 2.3, STRUC.TVRAL ENGINEERING. CALQUIIIATIONS; � On 24 Gage Galvart.-Eld Steel Storm Panel for maximum panel Ifurigili js dp5i,;n wind load, as well az maxi urn anchor spacing vs. design wind load and panel lonislih based on rational and comparative analysis, and in accordance with suction 1604 of the Florida Building Code Calculations prepared by Tilte0i Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillill, Jr P.E. 3. MISSILE IMPACT RESISTANCE: Large rriisiie impact ursdur section 1609.1.2 of tire Florida Building Code as per SSTD 12-99 Standard and TAS 201. 4. WIND LOAD,5_RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on shoots 3, 9; 10 I 1, 12 and 17 of 1 8 of Product Evaluation Document (P.E.D ), drawing No. 20.175 Maximum Anchor Spacing shall be As indicated on sheets 5, 9, 10, 11, IJ thru 16 and 18 of 18, of Pir(K.4)ct Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has Dean verified for code compliance to work as a (ion -porous storm shutter assembly, 9, per SSTD 12-99 Standard "t,%A1111111111tit" ,',,,�;�� A r/t%.W,% -I$,* , .1 - ..'', , ­.' V, " ,L � p �A. .`.,�GENS - X, 1, 'N -*_-- e, %� 1� - 4- . ­:Q_ 1C_- _�, -',z 7,11&rlr-4 * : * � % - . 111 i .. : .I-. 'ctOR10, -',-Z,,� , , f fillik"I", YALUA110A Rn4)RT1,_0_ 114nma 5, INSTALLATION: lir-lakitsuri shall be pericirrined strictly in accordance with details indicated on shearls 3 thru 8, 12 thru 18 of '18, of Produc' Ev.,ittialili Document (P E.D.) drawing No. 20-175 Minimum separation to glass shall be as indicated on sheets 3, I 13 14, 15. 16 and 18 of 18. of Product Evaluation Documont (P F,D ) drawing No. 20-175. 6. MATERIAL CHARACTERISTICS ANO SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicalec or, shoot I and 2 of 18, of Product Evaluation Document (P.E.DA, drawli No, 20-175. Anchor specifications shall be a., in(lw,ileri on sheet I of 18. of Product Evaluation Document (P E, D. 1, drawing No. 20-175. 7. LIMITA � RON"NO-CONDMONS OF USE: ' 7 1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated olli sheell I of 18 of Product Evaluation Document (P.E.D.). drawing No, 20-175 prepared by Titteco, Inc. and signed and sealed by Walter A. T'ifilt, Jr, P E 7.2. Product shall not be install d within HIGH VELOCITY HURRICANE ZONES as refined cn section 1620,2 of the Florida Builiffirigi Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. ProductEVaILIAltion Report of.lipared ljy Waller A. Tillit, it., P.E. (Florida LICullst) No. 44167), President of Tilteco. Inc. (Florida CA-0006719). ri.I I1lll..r'l .11,"I oA%T14,,11 '-*.,-' \If,. 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LLC N--11 I I- � /­ 1111LIECO IN c IT, 11i Ii $1 "�r .1 --t!i - 11 . -, ,:, ,- �1�11 'i ` "ka ll STILTO PANFLS DAL Xf, D - ILI * c'm So I., 11 I 'tIfortz, iI ITFF1 CA FKIII�v 00 OPOTWIC , , . - � ", I, ""HR, .E.... .."', 'Il. r, "". .>., . - ,i - - - — III, - -K (R�:`Ift ID-5 VAN TiS�"e"MI 20- i 76 z- 1 �,,L uAllft oltti,W, NN/ !"Bj Tf}r- & ReTrIHI �I,.-�,,�'',-,-..",,-I--- i - r-.,��- -.u--.,.,, 000I I ----:3-.w i TF, �ta- -t M!:-'-- I T'- . 1 - -W----7-" - 1 '4 T7- I "t, L!-,-� ,.,?7 . -- .-.--J-LL---. -L'! - . -- . , _ - f�, 7 _�,�, I .__Z - --..,.------ - - -..----- - - - - . - -------- - 9- 5IAII.I.I.D.LTAILS FOR REGULAR PANJ�Il 1,6 - -&-, � IRTO.-E ISTING IWOOD STRUCTURES I =,=�� . --- -- ,I. I I . A:---- I= —1 -11.1- 7--t=, I 1-1 .I.- . � . I 1. -1 . 11, IN - III � II ri, I.-. "I �i I I -1 -- .11.111, I , I -I ." r � I i I. -OAF I , , -- I I 1 41- " .I. 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LL '7 - *- 'I �IE 01 ­F - _2 '0�, . - . :4_vc GLOBAL PROTECTION PRODUCTS, LLC " 'aw,low iam -!;, .- _- - ­T-EeJ6-,., GLOBAL PROTECTION PRODUCTS U , WX ; STATE U; IILIECO,,,- '\ , ill.IIECO.mic010I ,1. ., .- -I.-, - � ,IPF �' IF .l'.1 �_ - -�WAZIES;wI— 'r 1 2..- - ­mv;-�,<- 7 / JIL I."" ,,�IJRI, �� , �,7 FOR �;; ,% wOOD WCOD I IONAi. %10 , ,,, -12, rfsfi_ a cow "., %W_ FL 333 - I -, - - . �. M ,II$II1II­ ­1. ,J.. 1 ... .... . ..... ,V_/1 - .I. .. - - - `IIIIII.I. , _ '0-175 =I. I s�Iq`. xF"I tu,T •%: �,Ik .. .., I - I - ­:.�.,:_ - I- •- ­� loskjw �-., I" [113I .797 , - _ , - F­ I - I I ­ III . , , . ,.,. l, 2C 1 11 I I , I'm (.0.­.Z..�. ,­­­ 'I ,I... -e � '54, I. J_­ 14, . MEMBERS t r4r SOUlKlo, PINE No 2 ,s,' SPECIFIC ; 01.6m."w", - - < , " I *f I VT 1, - �__ I i�;_. I ­.- __F__ , .. - , _.iIIIIIIII� ­ - �, . -�rNSITY OF (I �.' r)R ' EOUN - ­ . . � ­ ­ - -_ I -- "-. --T- _;K� I ­1 ml-I rKI, , - I 'TINS':., I -6-TWO-0,&A.- -e,wismi, .­ � , "low __ , -F - , . - FL III : ­� -, ,, IYOOL " -')NSTRULIIII:' 466hiL - I?, ,r , - - , ,_ , �L OR ILL, -1 lb ��,L)� 'A , , ; I "I i�Q �j r, . 'Afm I- , I ILL SID11i , ­j PtNk N,, ,� I SI4CIII. 1. � , 2,_1 , itiwt i".. ."i.F,;�i­ �6;� r 20- I ,,� 11 Ilf FiI I I - � - - - 1-11, Ill S17Y � _ . '. - - - " I . _��_ .. - IF . . - ; - -_ -.1 ..^­1­1 ­ - �_000111`10 •- W,;� I - - -�'7`-!t- I I 710 _j__!n__ "IIIII", - L. ; " ­­ - ­­ --- i F",.,�4401II - l­L I.,24-: - I -,-,I., ., " ­1 � 11 I NN'tis, . I�?119 11 . ..." 11 W ­ - - ____ , !, -tA &,l; # 4410t r-;--1 " '7 -­ ---';- I - ------t---j.T I I .1 I - 11 . I .1V _ I . ­ ­.. _ _ - __ . I � ............. "_ 11 qD110l ,� � --,A-?- � ----I . _j ­1 " I I. I 7��-t_ ! ---,-,, - tl�-- , , . - _.�_ ,----I- " , -, I ,� I �� I "I , I 0�_, "I ....... � " L . _ .-_j - _. _ d" I .12�' - I . - - .. - .. I � .. _ ­­ - . _ .--- ___ __ -, - - __. Q - 1 - SHEET NO_. SH 1.4 m 11 III I ill IF III' FIT rlp, Pq! "ITTIFFRITInfinnnititr ,-I - - 1, 1 1 I EZ 1 /18, EZIVI ANCLffl - i%FF $ECIII F? I & ,N 11 FRIA I Vt E71 * .11 Slwl 1, I 'it - 7 , . 9 IsEf. No,t ­ -ff.,(fil) . lk On )IMI 7) ..I I ______ ___ I � - ...... . _.. .. -, F� I � � , , h-�- � =,�4 �_ _-L -- , 1, - � � __ - . " , - f ..I-----.- " , I I I.. "I.I"... ___ ,--- - - .� '­-, ­1 , I I /,- ­­-T 6` — - r, I *1� ----'0--I --I 1 1�� � ; i?i ; � [�j . I. ? ­­ ­ ­-1 pop Alin, I . -1 - --- I �, t is I * , , RILN I 1.0 III "'A' -'A'-r',L � I 11,J I - I "I �*; , I I I I L . - i , . - -,. �i�.'A' r_1 ­P:1. .1�11 I - ­FII -7 � � I . � � I . i [ ! I � � I � . I z I .i- ___j A' 14 ­ _� I I 1 1 � IA I, -, I , , *rn t ., '&I -1.11­1 , ! ::,',� I I� pi,"', " I '+Tftl,`iP PANT! " �:" , I I �) LIM , . �014SI�11I ,-Ali,--- , _101'1� -,.IF & 13L� ;, ` , I " ,I, � , I � 'I I , I , � � � ,,,k !, SICAr's, ". ." I t'.r �,"`1111 w -1 � I il".41 _, " 1, [�� ,,4� :i(., � I � �� I I w. ,\Ih" ­ , r -­ ­ -1 11 1. (_� I I -4 �­ I I " * " I Fit I � - 1 I , � 6 - - I I .,; A) 7 c , I",fl Li%�`, , , 40 C � . , . I � � I J I . � I : '.) IF `41 I ""� - N .Jists! I � P II.- 1�1) �IY 'I AI �, I D III, 1: 7 �I,i4, : I . I - �, _ 1 4 sl-�'tl �11 1 144"t �'�C.3/4' U � ity I �M S4 AI CON , IF, 1,1 ]I2" li ! � � � �� , NLI (JAJ,11'4.3jll W ... 71il,AAEI$f REW .f.'Ii ApPj(ii b(,TTVIA � � I iI I R AC x (41,CAlION Or r,'IiIENER� NAY fif A' I O' 'WHET I I . EA 7ER'00 1`" AT f_­AN(II 0 CND PANEL I : � I . � I � I I I , % I 4.1 IN ­s� "'Ai Ell, 1­ill I c 111:, -,-I-' , '[i ,1 I- , --I 'I - � 14­ TRACI' ( . A vor - 6%� ,'I I EASI IW,' I 17 I PA.4fis stlhi, $-if �'.4NFCTEI, -r i�olll'lv IlritI ""N" '� `_S 7 I � I � . . I I . I � I I] T- -f 1� - �� - ­ 7 T T. ' -1 I T T! � t ' ' ' 1,10 " 1I VN NOTE, 1�5) AI -4 �,IR_� 4:,A�l _ I 11� ,�14 ,; I . . . � 1. _�_ I J L �_ IL_ -',J - L L -1 ll * ; - - - _. -_ - I . . I ___ — - __ -----,. ' : I : . � � I - PRI X an"n'-N _TIA.IK RAA'1 OCCUR A' AN, PANIL I, t% 7I, , .f I :7 - �10: I - �. ­ Sr [ I ,, I ; t . i -, . � . I I r. 1. - L I - . I.- - j )TICAL ELEVATION FOR SERJL;> -,,-: �, ,' � _ 1:.T.-?_FT �j �F AN EL ; I. SYSTEM (-J) I I � sH I ?AVRLFF` � r ,!,Lr,`, I I - is SECTION A —A 132_� " 1. I 1 1. . ,`, , , .", " " , I - , k_`-,CEN,U . �� '% FLORIDA WILDING CODE (Nor, High Veloc,', -I .... - ... � ?,,,,, .1 ' I, 44167 - =_ . 1 24 ^,A^,( GAIVANIZED STLEL SIORIO I ..----- � � :I I - i - - MIECO..c � !GLOBAL PROTECTION PRODUCTS, LLC.1 , l­ , �c% . 11 STATE OP ' ' 1-10 — I LILA.,1, - .w-- - : 1111,�e .. 11 , " I "' L , 11 �� 11 , "al N I ..... ­ , I I - it - Z_IgI'A1 ­1 ( - --­­�, !­� ­ . , a " .�- TF:o.r�'= I . ­ - - _;:�__ZT _ � - -.,-.I ,5 - 1 75 I- . - , I , 11 1115 �15_ - _.__ T " . , �__. ; — I 'r - 9 .. . - OFIFFIFF1 - - -.-- I -----. "O RZ7*- ENi3iNEERilI ExPRE ss ` PRODUCT EVALUATION REPORT SentattAKEt IS 2020 i. Br10111"', I -�;,"_l - R2 EX P(TIOC11 NUMIII 20.' II"I ^ Pl.sjo,l M. ulAc}uier All ATTIFFIR.Ro, 5I,,ljjo,,­i, i '.,, � 1.,rtt ... t,t, Imo Adds I; 1540 Donna Road ,,4, ? II PPa,h FL .13409 Pns1­I NTH a, n-enpben 240a Griliv­,­ It— I -- Large Missile In"cl Re-1,,.' Scope of Evaluation. Than Pfodurl Evaluation Report is baoncj issiled iii .i. It-Iii,,*t-wilhthe requ"Rwrftofthe FioftdA Deparlerient of Birsonalits and Piolessional R*gulsUon jFlundu BinkloftU Cismit"I Ruk, Chapter 61020-3005FAC fa st,el-do orCepl4nce pe; Method J(d) Th.W(Y,ki(iti,,Iild.,r.,v011As"en k".I'l,"Ink:�, "ji-leid ,n ­:u,:tiI heioIn to show compkanI with Ilm F4,ljuj bijUl,llo ,'­dt • 7 0.10t and Is to, !h., ,,,r�'­. t'itelIftitd, at $000 sqtavalkhri that let3or-40 bit lh�- 1�,�11- I,., 1_11I'I.�;'I:1:":,ditI� I I-o.,cl III t,,, I,,,I,,,. ,� loli-,mna Pertinent F lot RIB BFURT&V Code nx. r I, , I I'V011111111 Substantiating Data: . PREEDUCT EVA LUA TIQ�ll PQ�Q�!�S EXaltinvangLIT20-3154311tied 24,i.,•,;�,.-,13 'i,l`Nun ' gmp",pajed try Enneeting Express, ign �­ 1, !od by II Bermardo, P.E.P E is an integral 1,, L­;'Ir!; "I 1'1'1vIl . TEST REPORTS ,= !.fl. .., , !k­,, i-tomnailce has DILI N:A. I ... ,i,,rotdjrvce with TAS 202 test III J, . , 1, , Pon I) xST-ASC; 1 / , ­v Blackwatet Testing, Iti, Large missile wrilaact iewsl � ,­ I I ( kc loading perloarnalito h­ I Il,,il lasted in Accaldance with TAS 201 and TAS 203 li"t s1R­!,,,!-. I ,-, t­i ,eponts) OBT-ASG 17 001 1:, Bljwritwat,+i Testing Inc . MUCTURAL ENOINEERING CALCULATIONS S11"Oural engineering cairwot­­ havir, IrwHAn Prepared whKj­­­iI, the tonIducl tiasi on , "i"L.,.I.- .nittI ..bon i .-I,-, ,­,,i,,I.f, I,,, I,,Lh,v,,,y dMHFiW­.w-t,t, I MA"frulm AllowilibIle Spxv. ." klmirrooin A.1lowsho `.i, -I 3 Mul .... Urn Gla" selfarriallaut 4 A ..LIlw Spacing 16n SW 12' A '.,r :,,T­ Inils. nog.,?,, I, 14, .­� ­ ­­. -- 34 4:' IIS4) 354.0060 1 (066) 3q-, `199`, 11A� . 'ME",1RING f[AIMGEYVRiI . lt,i R1141,f'I GExIII : ' � I : .\I) %iiI, ;,t,,Nlt,sij,,,.ti),I(jlii%%-24gaGalvanized Steel lttxiiii%vn(:IN No 339E incirease in mk;­itpi. �Ift­ 11,11% III used IT% h# design of this product Separation from glazing is Rol f erj:,­-,I 1, , ,­ r.01 41,,1- ,Pijlstd,III wind tor-H, 4 and Oti,sonlial fay.to,ris Impact Resistance: Lmgil Iit,'a,i 1 I'. , A,,11-­Ti, lerlionstrated as ev,lienced in provioTisil, 6%10,; est fitjI and is accounted for tj r "It, , tin ,, . ,, I ,,ir) of this product Wind Load Resistance This I ,, - t i , 1 In revsI wind loads as indfLallid ill {he ell.; -'-',I I " respetchve Piodue. k:v.i;,;-)i,. , ,­­rit ii e en( . _Pneering d(awang) installation - t,,i,,-Il -;I,all,W Installed in sirta compha-ts­ ,,,I,, : . .; '. , , . , � 1 !"r, I, , o ... It;,,, D-o"'. ! 1 -e .F . " . . 1. ­ tp ,,long With an Component n ,,. a(! -r­.­1 prod1w. ­14., , "I". .1, d t., . I "­ TtIlIal specified In Thai plocu.1 a PesIxEcl-, r:!1,,l­! L­i­I:, 1-, Docume"I IF e ii-,,%­ ,- , j ,F : � Lifintations & Conditions of Use. I -I ,f IlIs p­ju, I ,li,-ill LIMI 4) star •oc�ofdsnctr .III, d'i, r­,j,I11J­ 11, 'I'' I r ­ ­o'.", I ..... .... wol It F, f'114r,Ii ....... I I, ­,�l I ,vs noted heroin All SILItx>IIIIittl flwd ,T­, I-,I-s shall do desogilod to rest Dill superimposed i"."I., .it ll ,t, w I,, ,il ,, nwilonal listed in this to TI i­ tv, If hoc schedule Hosl stitickire conditsow. wit, I. i I ,.. I �, , o,iowd lot In $hs poill., I " ,1.1 - ,,­ on, lino is, Owdulit shall De destgred for on a silt, -,I,, '. ':., ,, tl - , .,jpstered pfoo"Filon"I tri%v­ I - fl �nmponuntht which Rare pa,riaiio ,Pti, 1111!A11111 1h,111 be PfOi&Ct&d against COFro*an conlarntri.ii � ,,,,j � t, _ �itch 'llarnage at AN Orryals, TI, , j ,, J%j I *,os I,eari designed 104 use wi;11,11 "O _�' ! ' ;'. I— H,P, V,,I,H,ty Hwn,arle Zone f,,':, R. ,J.C,Ifidk . ''� ... L liennardo. 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I - __ ___ , `­ , � * .. � . ' i— ----'I i . , �L�,',� -IlLiECO ..0 01/21, 1. "^(, ',,- � '.'�N PRODI)(7S. I I-C ! , , , . -�� rr I , kj!�;�J' ,41 ,I- I !1� ., % ' �­.", A ('OLFFIR[Atiso C­.. I I I .. I .1. I)I�. 1� �I� i ", _ - I I ­.1. _1 . , . . I ,,, ­1 "... A "I 1. L�..A" -1 20 I 1 _;._11., I . ­ -:� ,!,* . ­ - - � ­_ ,.. � .. . --- ,.. � . _ - - - _.I. --- . . . ."I. ,Y - ,_ I � I-, � , ­rl' `7"? ­ - ___­.__.._1__. - -1--tiI ��T-----T-1 41, �1. ­R1F`, I,.1 It L11.?1�. .- 1I ALL AMERICAN SHUTTERS AND GLASS � MAXIMUM ALLOWABLE I I: 24ga UALVANIZEE, ',TEEI STORM PANELS (HVHZ & NON�H`Li � DESIGN PRESSURES.I- I � 1�­ __ ____ - __ __ — , i . ' "' XED IN DF$I(;Nl IL:i-EDIII-Es ,I 1 DFST( N NOTF`­�, I - Z, ­11, II IN 1 III � ', 1, I I I 1-1, ��-�� '[�t . it : I, I C; At"LAIUJ Ru A t IT . "�L�l "!".% I''7' ,It" _ T slI ptp, 11- rl � p �, 1; �!41' I - I.Il Ii T � !'I E'1�"!' f, '� I it J,'ot '� eiTTH THE ,L� - , I ,�, � 'L", ' I . , ""' : , I J'�'�' L""t .Q""![ ����J�RJSAS jz'� * �-, I ,,,, 71 lt�[ ,I� oii - 11P - I�Lllkm[Mllii�f,i,' , 1'11� 't�, �'.,� j, � -A I 01 .xk f .�FI_Hl: [.�1IVi,'dIiLE,I?$ I� ,, , L I L .1. 1401 .: I ,�, ", I � �11, UAL 1�) [14R, ,Y�11 " I .4 I , III � - 0 LILL. � INC, k.HAIPjIP . t, , i Ix . L. . , . , Orni"ITI �,L %,klj,�,i tEII F CAPACI I 1 14, -Ar:, I � IN� I ­ , ' 1 % � � , ' I � •'M "ll , i f � ... 7 rf WASHERLD ASSEMBLY AS SHININ I 10 I F� ,­ ��-,-�, . 1;"I ,ro I I I I T E F1',II a .1 I ` 1, I t�l­ 4ii-'I, "."', .1 G - .- - �, I I 1� 11 I _-F_LP .L 11 41 'I I' � f -4 - I I'H� J� $y GENERAL NOTES I (A " THIS" 1K 1111 kITQh II I;Ef,k f I, J, ACCORDANCE thin" , HE A MVIRE. F,7S I* ''It L..;- .L ...... %� ­ -'- � ! i n Lu I sE�ff,, I ,� � r I . , I. .1 - I I � L -1 I sT_ANv;EW T.As 20, ED17loo �2'1` '� I 1BCF`1:1­)1's­11�*11 � ­ I � � a - a0l.1) 01TIE . .� T 4PDCoNFC&NTDAuLoc�ADILDt"coo�Al�- I . � �_,,, till, � I AND 11 ;1 I i. PLY Dir, r, i � I 'TON _ATTE L 'I PA. "�Ct 7'r LA i L A BEYOND AS STAIrr' - E R . ALit)ITICINAL SITE-WitrIFIC SEALED VIGIIIEFFIVIC. .. . . 1 � r r` "I I 7f.�j Or, 33-VJ% 111CREASE 101 ALLOWABLE - MRS' -41 IsIrl, , 1, . ­ - . I 11 CA Of THIS SYSTEM. .- - 4 i n4t _, HjTf(Tj[MGNEF1i OF RECOItO FOR THE �A,-jjrl-7 � �� F,F. L� i - _� ; ,U RE WITH WHICH THIS rjeSIGN is USED SHALL BE ACnF,`�!,' 'i, ' (D . � , ,Tft',I` � ; - I -/-is-, .-.-.- , Flrv�-,FAti. svFtFGRTiHcru*rAcE1TorHu;oEsioH v,Ei.. . 1, - I-, I I LIZI I I i-IL- , . -, I . - " " " Lt�, ­­.,� - ,,-� - ' , ' 'C' �' ,-,- U 'toutinim Ill ; , �� 9 � .� cAt)l,;'T'O"'oeli,,--,o�,-,-,',-�; ��'r�'-�-�-.���r.r�t�.I.,I"r.tr4tC IJMTC^ 1`11 I, ` 1 1171111 HART . co.74,�, 7tt� i",_..", :. , � ,� I N P-11 A,r,Q.171191,t; iccNIq _'ItI li- ''I - . 1 :11 D� , I • I NAY O!`14RRF?Y'FI=1LrTAILt0­I9w (� �­­ ; �! , �*..I, • �1 LL, 1 2 j tR - I I I "IF 0"14.7101, ACIRA spec"r. sm. MR I 11, .. 2 �,,�%, : ',.,,,, : `htL 1. .`11.1. ,� � ,;1C&i;CI1P1 10I MINII HII&I'dit. A LiCiosti. Ll,'­'�,­ '�! L , . . 11 I 11. - F,F?E(r'S *LLPAUAPE ItTE 611I DIXL,mi r1l - 1; , q to(FiT�fl i:!i,aj_� cp, ,sm. ,.Is DULUrierli, . � I �- 6 - I " " � I , 1 7 1 % - 4 I H.Ri� DE54.1,1 PRESSURES NOTED HEREIN ARE Is"I N ­­�- �i , _ > � ; TYPICAL VERTICAL MOUNI FLE,/A I lr_�h I 5UR9s DIVIVEDOV N1.5 SAFETY FACTOR, ALL r.,s;A,NeEns; in oFF GARI �1,17111­ ' L -11--.. r ,,, LA t Cr,fR'6?00-M',L',TANT"AIERIAL AII ;IIII 4!,:;!, 4'. Z: .1 ". R 9 ;A 9 R,,t9f 'T 'j, BE �C_m I ! r � ". 8 E�AOIFITUM I'LL-III : 1� o- 11,1.-I - I- � . x 6 11 � FOR ��Oi-OHMUMSTRUCTURPS•".Imtjl.38v A, "" ! a'-'. �,_T �,,I� < I !",a AflV,AP`PLJCNRLE FEDERAL, STATE, AWKIR LCKIL Ck �'ES . 1__� I, - I :'_ F.Pr,r, S --1L Fe ?-CA STII 1.0,024- �. Lrl,i, ' ­ .. -1 1. 'It, % ­I�L , N.-H IQ ASI A453STR�1RALQ1IFAI­ " cr � iSPAN A177114 , I , ,.. � 1,��r I .1:n111. -1, � .li-VII FT.H.Itt M ill U.1 __ - - . r ,,_�771 --- tc,I ,, ;: . i . - ­ L-1,-11 I. , ,,, .1W, � ­ L- 66 "a3�T6AUU"OUE` oy, Y_ - , � : ": �, I: :, . 1.11 F, I I'll,", 't", < Ll')NDI ' - , � 'PF!,'6fr, I A I "Ilsil 'I ^ , 1 ­ ­­ - I.Raz LA,_ _FIL_6: 1 1 F ., �� , I - .. 'I , A.- -I .. . -1 : CMILRE COMCL`11.� -IT, , , . I 11 I% I t,"', TRACKED CAI!TFOM1Y tFISTAILILAI-1 " � - I- ­ - � . Hiis� '. FlIs V . .! f " ­ I I. __TLhT RECONMENDATIONS. . F r. ,� i:4 " I I TRACTOR 11 RESPONSIBLE TO 1141I - 7sG._I,-. , j _j ; . , I... : . . I I � .; THE A I I- I I � 1 1 1 1 � � 1 � I i �L -1 . - T"I - :Ylt" MATERIAL& TO IFAVAUT UkEIIRLVIAd a i it s F a, IlL, ?, - - - ` R .r' " , . ' ­­­ . " 'L - 1, � I 1. .,z. -• or� -,F FF �,.L L .ALTEiTES &Tlk,KTV.AL DES"I AS , I �i4 - lt��Tli)!`, sl;L� ,.'­ I �' L 1� I . � � L I I . - I .. , .41KF-,�O- " .1 ; Ili O 1 :,,�,,Hl.nr� , ­., . �­.: . I . I�r � I I I I ­­� x I 1 4 - I I CLUDT OLECA,91EI. 4 tPP1,L,1, , r I� � 11-11-1.,,F! � ht " i 'jI � I .' " " I. , ,I,., Z I SPICLI'TIOR, $YSIFE" ILL RECHOP, 4. �U"�J:� � L : � , 11. IS C.-M FOR BY LMAI STATE. Is lt��111 � , I 1. 9 I I I nor, LA, - I j� I I I 1� . i5p E4CP7 Ar.I!!VRI!SSLYI`R0VIOer1 HrR'.H. 1�,' �r ­­ , I �_ i i I , - �, I � d " 1. I•'I" ­i I � � I'F TlittrATION OF Aff Tati ARIF 14T '. ht,: V I I � I � �' _�_J_�Il - I � .6 ­nERATT!'K,_ ARK' -c-r-i-i- , ­1 I,1! """` �O,T"S' a . . "'I'll I I t,R - HL�Yr REPHITTED AI4i'�T1Tj0y`AS.1ATr Ts.. I 1i I., .1, I of I It 1ANRUtIF.-U8bA&KMA.6NI­­ ­�,. ;".��;_":, I ! 1-111L , in; TV "I 3 , FEET CORTIONIFIG71to LIC11 ,�, � ,,,, : 1�1.111 � - I!�F;tl[, " I I 'ADM I ­ , , I fQ 1:1) I .1 MFRXAR St i[TIERSAUD GILA% I 11 � xi!liki.�� - 1 �OF5 PALM BEACH, Fri. I 6 11 I CNIL 4 A `!Tlil TAS2111. 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I' 3* 34,2* 9 S' 4, Z: 5 LS-I 12 )" 4.7" - Ir 6 TS- I-? ]- 4.7" IV- 11 . I ! *= I la . V. n.-I I I. V, .." In- 5 ry IT 2 I- I ­ I v, . � - ANCHOR NOTES: ADk GOAO• PIjDTSCIE� , OIJ I -, ,;I (I3HEALP:F, AI rs. ,;WIMOML1AI LOi;�4: EC 11,15PAINSCIFIECILlUt ShALLAPPLY. Z EWER ANCYFOR 'CHMULE INASIFIC, ON P4NFt I'ASTENER SPACING, THE EXISTININ StFIUCTI MATERIAL, & A01CI-101i SELECT DESIGN LOAD,TREATER THAN OR EQJALTO IFOKIATIWE M, T� " I I-AON"I tlAN*yCPAECIFE910VID tL*CEAIE1HNkkAL SHVTTE14 &4�AN,61rlqCONNE`CTi,)Fq rYR,F BASED ON AjvjTrvRlAr( ")UNTING 1XM4JfCII% RS56 HICKINTIT14. DETAI OR SHIET 2 hAl IDIFFITIFICATFION OF CCININECI DOH TYPI I I RAhFi FilATFIi ItAr STUn' UFLFI IN CONILIA111-TI0N ,1I At I SIOUNTINIS V1111111U5ION5 I 1* 'RACK. IVOL�LD V�Af e'C I L6& ,:I 25'GC PiI FAIJI-ENE1, l',,1:jN1, IAELC VALURI Al� 14' ANCI •-W tAFAi-*RS ITAICLUDMIZIMOILVaUl 'GNCIIIFIONSY I rN, H14_, .',,.I, -It INs1A,,r�ujN AfXORDAWFE WITH MANLOrt, thkI F&IOMILIEROATIC09 5 HOLLOW 341-Co t IOST STW. I UFI Sf A LL CIDIFIF0101 TO ALETIF4 CA} k(K* ; MINIMUM EMSEZ4411I 5#01.t Or 46 loom 71, Aticltll7lk CHIPUL_r 7 MaGNUM WSEC"Eisill ArVj EDGE [N,1,IAI1'[ - _,."I. JC,F% sfACn. 11 PEI III AND OTHER WALL 1`1 FdSHI *ALL IFINISEICS SHAIA Be LJJI It 'O MAY fIR &HIALL Of Vito rI av rit ,FRS*.] AWQUATELY MANE PM LOAM to IHOET SrRUtr-.TUqc 6. CONCRETE AF&:HOPS NCI NOMIN S�AAtl, B i IMURELIDED I UN CRAC11,11) ,_0111i L)IFR V 0 W14[P*EVTSTINCSTRLr'rUREISVAOWRLdM[MC.FYMIINCCONDITICPI&MAY VAAV 17r1r. VERIFY THAT FASTENERS ARE INTOADEWATE WOOD IFFINHING IFIREMOERS. HOT PILYIN000- FASTMLN;; TO FLY*I IS A071IRTARME ONLY FOP SIDE CLOSURE PIKES. 10 WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAKW, FASTENER SHALL. BE LO(Alt.1 IN CENTER OF4'Y4ftAL,*q4' rKNIW000STIJD(?4'EDrEDISIANCE15ACaprrABLEKXwr,*D FRAMING) Wk-IODS101) SHALL OF �501!`HEAN PINE' C-O S5 OR GREATER DENSITY LAI, SMEW SHALL HAVE "ILleS rAN IALI OR HR W.A0. I I kt")V^5( r APS-TIORI ARE DEWALT PANE04ATE, ALL-POWT5 `jCALJC, SET A 6RA55 81.15HING ,2 W' to fit s _FR Ews SMALI "AVE 12-N. 1-Y'llAnillhill RAGA,Ge"fllral, PlARREADS IFFM THE BASE ANI.:P" Ahr, 04A)v ,,ALE El 1111I A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BCLT) U H.0 �3 MIh1IMVM E"10170isiesli AM rflGt: 0151ANLE EXCLUDE5 ST'.KOD OR OTHER WALL FINISHE5 1 71 L*tI rbS AEXHIIR WAIDIFIFUNS WHICH Allk NOT ACCEPTABLE USES, I I QIKfl I .1XINIINC, LCMIDIT ON-, " IJWAR JP4TeFIN.XATI M is N31 FfAMrrtIFCi rC* USE WfTfA nor ANCHOR 51>4EVULES LISTED iNt'. SHIEt I 1 20-31!j,1, 1 - �_ 9 C � 1 ­ L7 �, J a CD Q) (n M (D ` -0 > C- U IL _C3 it IL 0 (D C)_ 0 s__ Cu -0 0- . _= 0) _+_ U a) -+.- U) a) C- = M -(Z (a) �(/) U 0 7C3 C-) = 0 it — - - 5_ (1) 0 0- = -2 3: = = -0 LL — (/) M C:) > .— (f) (1) , � M_ - — r- (f) M 0 I M M h C)- .�C/) < L01 E Z Z W J 'r Review ssis Virtual Revi,T t, Inc. .. Plans Review cernpi ed and an ,.. ,4 =ZZ;rrIF;K, -1 ­ , - 10, o,r 8 'A 9A t:� � ,e 04 _W . C.. I 1, ;,;,! i;. ?F "`�., I N1 8, _- -Ai. IN - �t r. . In 'I's ., � . 11 t 110�! In U111 5 U - 0 Z i O2gdj �,IA H--Ili V) Z3o V � < -, 6 1' E Ej W l ne R :._ Zr 1:1, :j < 1.543 I V G with the 020 FBC 7th Edition ,, Anne ahr PX2300 U) 0 (D (1) C_ —6-intl +--a (f) = M > PC"B"Ban IL W Q_ III (D U = M 0 I.— CI— O (D Ili[ " U) M S. co "B"'Bal LU C <C = 2f < I a_ SHEET NO. SH 1.5 1­01 D UP WFAT HER RESISTIVE BARRIER & vtI < ri I. :iI :i VI- BAA fI HRIH WINDOWLIN11 FLASHING REQUIREMENTSTEMPORAR1 Y SFCURE C VVLAI HER RESISITIVE 13ARRIFR WC)OD F RAM 1- CONS I R J,j SLOPE 03 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (/) co 4� > 1 A;1t EXTERIOR SE1I`-A()l­1LW.1) ASHIN(f 'V4"-V' BEAD OF CONSTR 114 (0.6 cm � 30 5 crn) inc�ude flashing as described in Section R703.4. 0 SHEATHING LAPPIII I IOWN ADHESIVE TO BE APPLIED LINDER 'T AND UP I HIRLSHOL.I.) OF DOOR AND OVER RIM,Ji)I1, WAI I BY 6 �N. RETURN UP JAMB I", USE LIQUID SF1,.F-ADHFHFD F I ASHING X I F: Plop R703 1. 1 Water resistance The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water C_ 0 Q. 0 IL (D NAIL BRAND OR EUUAL WE AT HEH by barrier behind PROOF CAULKING CF-MI FIN within the wall assembly providing a water-resistant the exterior cladding as required by Section R703.2 and a means of _6­0 (1) 0)0 F. RESISITIVE BARRIFIR SEAL TOPS OF JOISTS BUILDING PAPER 'A WIRE LATH draining to the exterior water that penetrates the exterior ciadding. R703.2 Water -resistive barrier. One layer of No. 15 as felt, free from holes and breaks, complying with ASTIVI D226 for Type 1 felt or other I CU (1) -0 0 0 (D I. INDER DECKING 'i 0 0 SUR t 01JR (.>LE DE I Al L WPU I approved water -resistive barrier shall be applied over studs or sheathing of all exterior wails No. 15 as felt shall be applied horizontally, - C_ U SELF -ADHERED FLASHING with the ;pper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other I -nanufacturees installation instructions. The No.15 asphalt approved materials shall be installed in accordance with the water -resistive barrier r .0 CD 5 -1.- .1.- CM13 C) HEAD FLASHING TIE-IN INSTRUXTIONS -0 E 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASI IING I Cutr fold up & temporarily secure weather resistive barrier above header to allow for flashing installation flashing flashing HIM JOIS I f felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 %. 0) 0 CU AND WATERPROOFING METHODS TO 2. Self -adhered plus head under weather r barrier esistest H2 R"1031.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. stwithive barriere back over head 3� Fold weing aandt 2, individual layers be installed independently that layer flashtap shall such each provides a separate continuous plane and any flashing (installed in - -------- accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers, SELF ADHERED FLASHING EXT ERIOR DOOR WITH DECK - SECTION A WP02 SELF -ADHERED FLASHING CEMT FINISH SILL/ POTSHELF! CHIMNEY SHOULDER WP03 SELF -ADHERED FLASHING Scale. NIS FLANGED WINDOW WPM Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHIN('-', NSTALLAT�01\1 AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space 1, MECHANICALLY FASTEN IF RUBBERiZILD ASPHALT 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU MASONRY BLOCK EXTEMOR,13HEATHIN(I I ­ I,, i (,UHERE(� ADHESIVE TO BE APPLIED UNDER FLA'HINT JAPAb 6 HEAD THRESHOLD OF DOOR ANO REIURN FLASH NG, SET UP JAMB 6" USE` I IQ1 HD NAIt RPANI", 014 OJAI, WE A I HE H PkO�A (!A(11, c-f 1AII RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED - --I - SELF -ADHERED FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shing�e-fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME WINDOW RF"FER T() I ECHNI(:At LETTER ON CHEMICAL COMPATIBILITY >)RN SCORED RELEASE PAPER entry of water into the wall cavity or penetration of water to the building structural framing components. Self flashing AAMA 711. All fenestration be FASTENER 'I ALAN I A I I i F Af)flf RED FLASHING - SELF -ADHERED FLASHING, adhered membranes used as shall comply with exterior products shall sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6 contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK----- VERTICALLY FROM BOTTOM OF 0 flashing in exterior walls shall comply with AAMA 714- The flashing shall extend to the surface of the exterior wall finish. Approved fleshings I 2l SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE CA WINDOW FRAME WINDOW PI JCK ACROSS WINDOW BUCK -WINDAND EXTEND To OW FRAME SECTION Ad,-&i 11 ;Alp0610)) 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY 11 F FACHFF) PER CODE 'HING 6L I A0Hf RF0 VLAS N, finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLIE[ SLALAN I REQUIREMENTS 2 BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME I SELF -ADHERED FIL AS 5 following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 'K ALI. THE WAY WINDOWROC, ODING, 'ALL NAILING FLANGE 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are flashing be installed the AROUND, iNCL 2 1) DO NOT A"If )Vt R SEAL TOPS OF JOIST uw)t R r)ECKIN(3 6 not provided, an shall at sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 130T%A4 NAIL IN6 8 (SEE DETAII, VVPOI� ("J drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE SFL. F -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SIFILF-ADHERED FLASHING INSIDE CORN�,'_R, WP06' 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.3 4 In accordance with MA/AAMA 100, FMA/ AAMA 200, FMAfWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400 SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 FLINILSTRAi ION INSIALLAI ION AND INTERFACE 2.2,At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. 3-Under and at the ends of masonry, wood or metal copings and sills, 4.4. Continuously above all projecting wood trim. SHEATHING 5. 5.Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. wall and roof intersections. Water Resistant Barrier 7.7.At built -in gutters. ..IAMB. SILL AND HEAD DETAIL APPROVED SHFAJ HINU APPROW F) tIOLISEWRAP Z SELF -ADHERED FLASHING PATCH 4- L a t h 7 Sheathing + THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL MAR STRUCTALATH TWIN TRACK 2,5---__ 314'CEMENT PLAS I f R stucco 4. FLASHING AND WATERPROOFING METHODS TO BE USED. 12 MIL Orin) DI,y1_()K EXTREME APPROVED FLASHING TAPE 1171 DOUBIL F 2 .4 4 4 4 Plans lens �r'SF Ai ANT SOCKF T WITH JOIST .11 1 Review -- 7/8" Cement Plaster for c Reyiew "t!w )4ssist. Inc "'Pleted TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST FIFLOW SELF -ADHERED FLASHING Fowdidbuii Wall A in arrordancp with 7/8" Cement ASTMC926 in accordance Al Petir "d aPproved the 2020 FBC SELF -ADHERED FLASHING 17ne Klahr 7th rditi, ASTMC926 Felt backed metal PX2300 n i.F-ADHERED SELF -ADHERED F 3" MIN- Z' lathe in accordance A� Felt backed metal with ASTMC 1063 lathe in accordance FLASHING FLASHING BUIlding Paper with ASTMC 1063 SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING OUTSIDIF CORNER WP08 FOUNDATION WEEP SCREED WP09 Building Paper 7/16" O.S.H. sheathing 7/16" O.S.B. sheathing Metal Cn SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER DECK JOIST Flashing SELF -ADHERED FLASHING 2x FRAMEWALL-- LEGEND Weep Screed Installed As Per ... gnu act Specs. Maintain Stampede or similar PRODUCTS D.ETAILS- ,i L I ADHERED FLASHING (SAF) Bottom of bottom TILE FINISH < E PLANE (OP) VV'LA I HER RL,5161 AN T 'HAINA(A Pt AN[ WH6 DRAINBEAK HARRI�WRB) cauk Weep Screed joint only C_ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1/2" DU ROCK > M < 1'4" PER PLAN ;2� :E BOND1 WEATHER RESISTANT BARRIER BOND BRILAK WR13 TH SELF FURRING (SF) LA PLASTER ACCESSORY (X , Sr LATH SHEATHING,'OSEl'. PLYWOOD, DENSGILASS </ WRAP DID WRB ONTO 112" to 2" Above Roof Weep Screed Sheathing Installed As Per Mai wfact. Spet,:b. 112" Cementitious 0) Cn CIO > Refer to the number marked as (�) in each detail that corresponds to the numbered items in the list of instructions below: V-0" PER PLAN THE VERTICAL SLIRFA� f Tl_, ToPf)g FI.ANGI A-� ANA i; Cement Plaster Decorative Finish in accordance 0 CL 1 Install self -adhered flashing in order as shown by numbers SLOPE 61, CMU BARRIT14 ;-I INCH FLANGE with ASTMC926 All inside and over wood 2nd outside corner will < 2- Install flashing and weather resistive harrier to form water shpOidino floor need to be miter 0 laps 3. Self -adhered flashing can be substituted for building papei 4. Split the ielease paper using the ripcord (Split release on demand, 4" OR 8"' CMLI (PER SEAT DEPTH) 4 --- Z Z < < FILL WITH GROUT L STRUCTURAL SHEATHIN('; cutan caulked a butt joints need to �M becaulked using Stampede or sim. 0 0 embedded in the adhesive layer) - for ease of ifistallation and to M Lu LU THIS GAP IS A RESULT OF: i I I i1JE`0l` SAI_ NA!URAI SHRINKAGE7. caulk for all 0 minimi7e scoring cuts 5. Remove all ielease paper per standard installation instructions arid adhere to Substrate using a square piece of flashing material (6" x 6" -A n M U) LU 0 W Ili DO NOT bl A; r,J NO(�)()�; BACKER DRAINAGE PLANE WRB Rf,)� A�.ANT DRIP SCREED PLASTIC H� NO BREAK WRB Minimum) 6. Fold as shown by arrows SLOPED MUD BED IX 4 AC�_.ESSORY ­1;1i. CD Cn 7. Angle of comet may vary, adjust folding of the flashing accordinglyto fit tight to corner W U) 3:nn VINYL SHOWER PAN 0 A - 4 �'�" r' �- 1 , Note: W 8. Mprhanically fasten as necessmy V) SLOPE ;4 PLASTER STOP The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster :E < block ON I INLIOLIS BACKERover ROD )\I AN-T L PA bJ I I I IOUs FINISH 1 St floor Z < SHEFI'NO.. SHOWER SEAT WP1 1 6UF F I I iGANTILEV E R WP10 WEEP SCREED DETAIL SALE: NOT TO SCALE WP1,0