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Home My WebLink About6614 Back Forty Lpr 3 ABBREVIATIONS 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 Ci - 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 - EQUIPMENY 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 -ROUGHSAWN 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 ISYMBOLLEGEND: I 7A STAIR CALL OUT FOOTING CALL OUT - SEE FOOTING SCHEDULE (D KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF 7700%7-rlo- STEP DOWN STEP DOWN CALLOUT _--ARROW SHOWS Z��DIRECTION OF VIEW ELEV NUMBER 1\-� SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4<A15 2- SHEET NUMBER <__ ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13<---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER -ARROWSHOWS DIRECTION OF CUT < All (k "SECTION NUMBER '---SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERALNOTES THE FOLLOWING TECHINCAL 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 F-� PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 F1 GUARDRAILS - CHAP. 3 E] STAIRS - CHAP. 3 D CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 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-O" 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. N NAROM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 I ST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SN1 STRUCTURALNOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PP11.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS JUL 2 1 Virtual Review Assist, Inc. - Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. 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C14 LAST PLOT DATE >o May. 8, 23 z 40-j COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 9 Ln 9 9 9 :;t ^j 9 ;I- J 9 4 HE 4- z :r U_ M U S3 r__0_ELEV 0'-3 112"1,1-.J rchl"I "04, A N 6'X 3' ff -0 1 5'-4" 3'-4" 3'-4" T-2" 5'-2" 5-41 F 21011 L HBt 0 0 F-2 Y113 13 C) 04 C14 111-211 7'-3" SINK LAV L __j - - - - - - - - - - F'. - - - - - - - - - - - - - - --- - k- "_'11 17, L_jL_Aj 671-1 0 ............. LL 1�� C1 W 60 1 15'-3 3/8" 1 5'-3 1/2" D @ cc S3 D �O 00 04 &4 -Air 10 U H �-4 0 ELEV. 0'- 4" U_ CO q_Cj C� 21- \C ED a '/C IN, �3 L 91-10 7/8" Ci - - - D 1 T- - - - - - - - --- L L-OB B _j S3 0 31 -111 31-501 1033 1 '_0 103 Z IC033 DD a &T 11'-10.. 10.. 16'-0" 7'-4" .1'-4" 21'41 81-811 a 30'-0" z F_ 9 04 :;t 9 ,,—OA 9 C Z') ELEV AF 0'-3 1/2" -r t: A7 9 00 VFOUNDATION PLAN - ELEVATION B 1 if= 1-011 1 A 1 L 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) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R [3 = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 ,I 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 (D 1/2" DP X 9 1/2" WIDE RECESS Q 1-1/2" DP X 8" WIDE RECESS Q 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF 70 WASHER W/H UNDER SLAB ELECTRICAL CONDUIT LAVATORY WATER CLOSET 02 42" x 42" A/C CONCRETE PAD qD BEARING WALL 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20" x 20" DIP (3) #5s CONT. PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY 1(2) MONO FTG 16" x 12" DP #5s CONT. JUL 2 12523 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 0 0 7, .K. Ln CD 00 Lo _f, 00 < 0 uj 0 0 z LQ (D LO E > 0 0 -0 C, U C') D C) co co V) -0 -0— E '= -c :) 0 U V) LU 00 E 0 CD W c6 W 0 LU W 3 W — ZO W W� X 0� � z 02 2 < �e LU x (D W < L) < < < 0 U_ U 0 0 0 U_ x W OZ200 i_ D 0 _j 0 Z ZO U_ U0_ 2 CY 00 CY W W 0 0 ca (n LU a. MzWWMW 0 0. W �_ZLLX 0 z �e a 0 z LL _j 0 z W _j � < Uj W z 2 2 0 < V5 0 0 LLJ P 9 < 0 0� a p 0�2* LL < 0 < C:) Z LU 0 14 > c) C) C:) < rn N V) 06 _j Ln LL z < LU Ln g� rti CL 4 < < 00 z z LU W C:) %ko N N N 0 C) 0 A 4 N C) N C) N CD 0 CD o6 61r-I I I I CD 00 00 0 a 0 o N C:) N C) N 0 N N N C:) N CD c6 N 6 C> ' 6 — 6 — ob 0 c� r-- A 0 CD 4 a C3 6 C) 6 a 6 6 c�l N .0 1 �5 ( U-) N OT--cDO0000 > Cr 00 W Z Z z 9 4-a Lu W CO U, 5; 0 0 < oX 1z 0 CL LU q9 (L X ;p Lr) z uj P W < X Ly < co 0 Z I.— X Z F- 0 Lu Z < >- < Lu 0 2 Z x LL T-4 a. Z Z L.0 0 -W < �- -]:>: z < 0 z z z < 0 ry z 00 z A 1 z z LH Uj CV) o LAST PLOT DATE > Jul. 10, 23 z-6-0 0 . _j FOUNDATION PLAN B 9 B S6 S6 30'-0" 101.01, 14'-8" 5-411 LINE OF ROOF ABOVE NOTE: SEESHEETS-11,12 '1873' 9 FOR LINTEL CALLOUTS & CONC. PAD DETAILS A7 11 Oil 3 1/2"-� L4 -0.1 z 9 00 Z6 SH 35 HID AT 714" tH B 5068 SGID DINING ROOM FAMILY ROOM 00 121-0" X 9'-5" 17'- 11 " X 13'-3" 8'-8" CLG 8'-8" CLG 7 5/8" 4" -8" 2-4 3/4" V-1 1" T-1 6'-9" 51-11 T-8" 4' REF PAN TRY (4)16" DPSH 6" PLUMBING 2X4 KNEE ---STACK WALL JOP WALL I AT 34 1/2" ATUYET TILE ------------ ----p ----- W - KITCHEN I DW�l 14--l" X 9'-6" 9 SINK W/ 8'-8" CLG DI SPOSAL 1 //HOOD/ RANGE I I _W I 1164 19 PDWR R W 8'-8" CLG 4" INSULATED J PROTECTIVE BRG WALL 20 MIN FIRE -- ---- D S3 BOLLARD RATED DOOR W/ WEATHER STRIP t) r 04 z LINE OF Ij FLOOR 4" INSULATED ABV BRG WALL rSLOPED 42" H. LOW ------- WALL TWO CAR GARAGE 20'-0" X 20'-l" 8 ----- 36" HIGH CONT. FOYER RAILING D� ARPQT LINE OF GARAGE IN ' _07P�_N TILE 3 P-09TT 10-N- I �2 UP ce) SH1/2 34 'S AT 7 11FA H '-3-1 6H 1/2 3 3 q2' HDAT7 OD TEMP.G S CD ce) HB 16070 - - - - - - - - - - 7�: ENTRY LINE OF 8'-8" X 4'-4" STRUCTURE ABOVE 2'-8" 16 21-81t 7-4- 21'.4-1 81-811 30'-0" FIRST FLOOR PLAN B 1/4 11 = 1 1-011 9 K7_ V. 75/ LO C14 C? M 9 &4 C14 ce) TIE BM?11 AT 8'-8" M_�/ 2 bo M I W UAIN LO C14 04 #4 -% N N BEDROOM #2 101- 11 11 X 101-01, 8'-0" CLG C? F- W W � 0 2'-10 3/8" 2'-10 1/2" 411 V-3 1/2" 6" WALL BATH #2 A7 TP __fzi= TB R & S BEDROOM #3 101-01, X 11 1-1 11 8'-0" CLG 0ASSFEM NOTE: PROVIDE R-1 1 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-1 1 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-1 1 1 S1 21 87TFOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE a 47) MASTER SUITE 14'-7" X 12'-8" 8'-0" CLG LOFT 14'-711 X 91-1 AHU 8"0" CLG A/C RETURN [rUNDER DOOR 2'- 10 3/4" SH 25 HID AT T-3" EGRESS 4� 1 N in 04 Lo TOP AT 18!�7 0-. 1.- 50 r- C14 _1= C14 "T J�T-8" 1 1�_ 3-4- Jill 0 2'-11" )'-2%. 4'-10" 4'-11 5/8" jo :;T 9 368 11 �6" W/S AT 1 zi ZN 60" AFF] F_ - _,7, 22"x36 D :4C �k ATTIC 8-6-8 UTILITY.4 6 _U 42" H. ce) 8" L_�CCES 6" V I - LOW FRAME ILU < WALL WALL C) A7 7Wi� Ln < 0 42" H. SLOPED 368 HANIS'CEN- BOX LOW V R&S - - - (4� 12" DPSH BEDROOM #4 91-1 oil X 91-11 11 8'-0" CLG SECOND FLOOR PLAN B 1/4 11 = 1 1-011 C14 C� 04 ^3 a 7 1 OPEN TO-) 7 BELOW IV 3611 H. =04 CONT - 5 RAILING 00 4 3 112 C? SHI/P 34 H D AT 1 T-21" d8 M� RA ��WA L L 4'-4" 4'-4" 8'-8" 9 %7 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 RNC DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A. F. F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T. P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINETA.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W1 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8., CMU NON -BEARING 2X STUD W1 1/2" GYP. BEARING WALL 2X 16" O.C. F7777777777/7 VVY 1/2" GYP. [:I = FILLED CELL W1(1) #5 VERTICAL FILLED CELL Wt(l) #5 TURNED 2'-0" INTO SLAB & = FILLED CELL W1(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 1:1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE [A] 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLO OR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 - TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-1 1 /R-1 3 KRAFT FACED (GARAGE LIVING) JUL 12023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Mahr 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 I -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 Ire) 04 0 Q C 00 W) f 09 o 1= 10 >1 - U C) M M 00 I- s a c) C: 4) E 5 0 U Nil- if 8 60 u 'o a) lj:� LU C., 00 p E 5 CL 0 '00 LLJ 0 Ld (6 Lu 0 W �_ u, zo x z lo- < w W < yj 0 _j 0 U. u_ 0 C Y ox z UW 800 u- z 2 1- < 0 0 0 z -, 0 Cy co 0 ox0orn Z W U V5 n I V5 W W � =) - ox a. a. 0 z LzL, 'Z 0 Lu Q a < < W U) LL 0 W 2 g Lu 0� a S 00W u_ 0 u- C:) 0 C%4 z Uj 0 1.-:; V) N > 0 CD 0 -cn CD ro < (1) Ln 0- _j (1) 2: V) U_ zIII- < Uj Q� lice 0 z 00 F_� z 3: WLLj . _j CD C:) N C14 C%4 04 C� , A 4 C� 0 Q 0 0 0 C) 6 (D T_ 00 T- 00 V 0 N C) N C:) N C14 o C14 0 N 0 C-4 C) C-4 0 N C:) C14 0 C14 C) 6 T- 6 V.- ob a A T- A 9 C� 6 6 N 0 U-) Q) >I 1 041 C6 I V, I 0 Lo' a I to' I CD r-, UO) "q- CO (n Z Z z 9 4-lif W 0 LU CD W 0 - 0 0 0 < -0 1111 I. - 0 0 W LU LO z z Uj 't 4r. < Uj < M 0 Z i- z 0 0 Z W 5. >- < LU 0 M Z W a- Z Z LL W 00 0 C) < F_ 2 Z U) W < z z Lo z z :r < 0 F- 0 L) 0 0 z A2 < z z LU _j W Cn cD LAST PLOT DATE > nj, May. 8, 40 1 ST & 2ND FLOOR Z 0 . _j PLAN B A3 NOTE: HANDRAIL TO COMPLY vv/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. LANDING a Z 42" H. SLOPED LOW WALL ------------ - - - - - - - - - - SEE SHEET ST FOR STAIR DETAILS - - — - — - — - — - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 4 4 STAIR SECTION 1/211 = 1 1-011 (3) 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE IFOR STAIR DETAILS1 W/ FBCR R311.7.2 1" NOSIN&,j, jo,, RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STAIR DETAIL 1/411 = 1 1-011 (3) 2x12 STRINGER 0121 LO�T ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDEJ CENTERED W/ (13) 1 Od NAIL AND g) 1/4" X 2-1/4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W 0 z W W (0 NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. JUL 2 12023 Virtual Review Assist, Inc. plans Review completed and apK( o r r ompliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 LO N, 00 LO C� < Z 0% Lu 0 z LO E OF 0 0 q u (y) !-'! C'f) OP 2 4-- a g M V) -0-0- -M C: E -= 2 0 U-8 N o (D u d'-: - 7" UL1 ag C 00 E 2" C> 0 CO CL LIJ Z' uj LU < < o u. Q 0 uf -j 0 <OX- 1% OZ200�--jP D 0 9&z2LZL0"R008Qz < 1-- 00 0 0 z ato U) W x LLJ V5 X Z . x W W � z LL 0 < 0 (L � I Z� -j moz Q-wz woo < W 1W U) LL (/) 2 a P ap * OM D z LL < 0 < C:) C:) r4 Z Lu 0 > C:) V) "0 < t; M Ln CL —j V) u- z < uj L 1-- C� 00 z z 3: Lu W -j C:) C:) N N N CD 4 A T'- 4 T- C� C� C� a 0 C6 0i CO CO 00 0 N 0 N 0 Cq N 0 C� C� C� C� C� C� 04. OOOOWNM N 0 C) C� 0 N M, -T U-) (01 r, LC) M;t I Cr 00 C/) Z Z z 0 L U LLJ (0 LU 5; L) 0 M-0 OX 0 Lu Z Lu F- Lu Im 0 �-:r Z S2Z 0 ` Lu g Zj < W 0 M z x Z Z LL Lu 0 < < -1 2 z a- w >. < 00. L) >_ 0) T) z z T-4 z 0 z L) 0 0 00 z A3 z z uj -i W Cf) r4%, LAST PLOT DATE >0 May. 8, 23 z1--i 0 DETAILS 04 C14 9 ;t SECOND FLOOR - FLOOR FRAMING PLAN 1/411 = 1 1-011 ;i %)V _V A C_ W C_ C." L: E>- GJ3 CJ3 9 9 GJ5 N\ XA5G Cj� U 1016# A5G U 1016# U 9 A4 CD DIR I-PED FLA I I Utl,'j Vr HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 A213 z 0? A2 > '4 00 9 60 9 ATTIC SS A2A A3 -Z DROPPED FLAT TOPS OF HIPS FOR FRAMING '�,GIRDER NOT DROPPED� A4A A613 U 1302M CJS MVK4 CJ 9 9 60 G) 4 m C_ -4 Cil B2 I j" 0 0 C__ B3 B4GE C1GE L211-411 8'-8" SECOND FLOOR - ROOF FRAMING PLAN 1/411 = 11-011 Total Truss Quantity = 93 0 \S� ~11- __ — I I ANP 5FACIN6 21,011 Krr5K TU MA. F�a FOP\ CGNN�CTION C CJ5 J5'� CJ3 '�p LO Cil c') n /33 _T TYPICP� 7'5�TAC� COPIW\5�f �V�A6 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 (.AYOUTS 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 W1 MTS 1 US. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY 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 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. 9 SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. r- General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES S AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20'BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL 7 PSF BCLL PSF BCDL 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE = 145 ENCLOSED G 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 ASICE 7-16 and maximum forces from both components and claddings These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF NOTE: I U r9L DD PSF nn kin'r rl"'r n0 A I 'rCO YDHOOCC WMUn"r fInklOCKIT nC TUIC OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 5 5 4 HI F, L >--4 - 1 /16 12 2X 4 JUL 2 A 2623 V Virtual Review Assist, In'. Plans Review cornpleted and approved for comptianc, with the 2020 FBC 7th Edific by Debra Anne Mahr PX2390 HANGER CHART ,� L = HUS 26 (SIMPSON) .o o. = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) A k = HHUS46 (SIMPSON) 3[�,Cdc� �,J mak ATTENTION!— ,:M_� � FfZz� DON'T LIFT SINGLE TRUSSES WTH SPANS LONGER THAN 30'BY THE PEAK CONSULT BCSI -BI 30'Span or less 30' to 60'rSpan 60 degrees Spreads Bar or less 1 P.2�3 to 1/2 1/2 JI n P,... �I, tpan.;Tr... Ta line I REFER TO IBCSI - 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. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY I NOW), f .7, # DESCRIPTION INIT. DATE 0 AD E R/01 R /0 BASELOAD JMD 07/01/15 1/ 15 )l RA01 RA( LCTEXTENDED FT3A JMD 08/07/15 7/15 RBO R801 ADD FT7 JRH 10/21/16 1/1(3 rLOAD# RB01 LC9 JTH 1217/17 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/17 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FL R SPLICING i RE01 UPDATED FOR LCA SHM 1/15/2021 I*< 01 ENTRY TRUSSES INTO LEDGER JTH 7/30/2 - LOAD# DESCRIPTION INIT DATE RF01 RELABEL ADD 7G4 MAW 10 -22-21 RF01 DELETE PROJECT 7G4 GSB 2./22/2022 E RG01 REV. SPACING JRH 08/22/2022 -�ICARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N,W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (663) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECTJIMBER CREEK MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT �7A2/ 11371B ALT DESC: OTC LOT BLOCK: rE =SI JG NEE R PAGE .JMD DATE 07/01/2015 ILAN# SCALE .N319839L 1/4" "=I' - CD LO 00 U.. U. 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Z LU �- W �- < LLJ D < in 0 Z I-- z: z F- 0 LLJ z � _j >- it M < 55 0 2 Z it Z Z (.0 W 001 o < F- 2 z >_ Uj < z T__+ z Tzz 0 0 0 0 z A4 z z LU _j W (y) C14 0 LAST PLOT DATE > May. 8, 23 2ND FLOOR ROOF Z '0 . _j FRAMING PLAN B ROOF FINISH PER 12 15 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP V A ALUMINUM Nam: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 6 3/411 1 1-011 -ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL aSOFFIT 7 1-011 3/411 1 6" 4" 4" 0 CD 00 00 EPS FOAM BRACKET DETAIL 8 ill= 11-011 5" 3" 811 TEPS OD -1 00 - FOAM BRACKET DETAIL 9 1-011 lot 1 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H 1 OA-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" T.O.M. ___15 METAL DRIP EDGE (S)A23 2X4 FASCIA ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 9-011 3/419 1 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 8" 1 I -Of, 11-011 11-01, 11-01. LEDGER DETAIL If 4-011 3/4 = 1 6" X 1 "TH K CEMENT PLASTER BAND 16" X 1 "THK - CEMENT PLASTER Ll'-3" BAND T' DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X I "THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU 7/8" STUCCO ON FRAME MID -WALL WEEP SCREED 5/8" STUCCO ON CMU CASING BEAD W/ WEEP HOLES OVER FLASHING n. N4 \1 1-31' — CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,— ROOF 12 1� LID ] �t 15 L L CONTROL J01 LW L] INTS U,�],L] L z 71 9 ui :E CONTROL — JOINTS FRONT ELEVATION B 1/411 = 1 1-011 GRADE LINE �E ION B 3 11 if = 1 1-011 1/8 12 , 15 2 F—MID-WALL ,/ WEEP SCREED F__ - ___ I CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 12--011 13'-B" 12'-0" 1 F- = C? 0 CONTROL C"4 CONTROL JOINT JOINT MID -WALL WEEP SCREED ra - — - — - — - — ---- - GRADE LINE STUCCC RIGHT ELEVATION B ON CMU 1/811 = 1 1-011 lot CONTROL--,,,,,,., JOINT A/C UNIT 2'-0 ;1-1/ AND PAD-4 =,q 121-411 CONTROL � JOINT MID -WALL WEEP SCREED ----------------- Z_ GRADE LINE LEFT ELEVATION B 1/811 = 1 1-011 ASSUMED GRADE 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. It V.011 ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. _:t Z-011 A/C UNIT /7�ND PAD ELEV AT 0'-0" 1 ST FLOOR FF 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 24 OR FF ELEV AT 8'-8" T. 0. M. —5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. 7/8" STUCCO ON FRAME CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T. 0. M. ELEV AT 0'-0" 1ST FLOOR FF 'j. a., �l All 4 ^1 All E �FJ�L N B 1/! �8 _0 -7 t CD I 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 C 1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) UL 2 1 Virtual Review Assist, I c. Plans Review completed and pprakt p r'� for compliance with the 2020 FBIC 4tidi by Debra Anne Klahr PX 300 � GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SO IN VENTILATION PROVIDED AT SOFFIT = 1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2 2 RE IDENTIAL R806. 1 0 N S THE MINIMUM NET FREE VENT LAT G AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET A E OF THVE SUR VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. � ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) VR I DGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. *OFF-RIDGEVENTS -138SQ.[N,OFNETFREEAREA/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 WINDOWSSLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TE TED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT C0 04 00 LID 00 U- 0 LLJ z LC") E 'u L. '0 In 6 cy) co co 2 Ln U -8 cc-'O) E I, C 0 U-8 , 0 < Ln '0 Q) W ED Uj W V5 W w � =) Z Z LL 0 z !Ie 0 0 Lu (L 0 W ui z L) 0 IL (L) U- <0W P_ a z < zwzg< OW 0 0 �e < < U- 0 C:) C) r-4 Z Lu 0 V) > Q t; C:, 0 N z < Lr) LL z Lu Q� Ce Ln Cti '.j < z < 00 F--� z uj W C:) CN N M C%j n 0 N 0 N 0 N ,-' CD A T-- 4 V- C� C:) C� C) C� CD CD 6 o6 ai N N N o N C) N C:) N CD N C:) N 0 N C) N C) CD C6 6 6 6 Ob C� A C� N0 CNLID Cn N' M 'It LO um) 'It I Cr 00 Z Z z 2 Lu W W CO u mo < F- 0 F. 0 0- z rr LO -0 z zw�-p Q� I.- < F- Lu =) ZZ 00 0 " L0 Z I,.- M: Z W Z W 0 z azz >_ LU 2 0a 0 0 e < F- -3 2 z a- >- LLI CN < z T-4 z T) z z =<0 3 e. L) CL 0 0 z A5 z z _W1 Cf) C*4 LAST PLOT DATE >o May. 8,23 z40 0 EXTERIOR . j ELEVATIONS & ROOF PLAN B A/C DISCONNECT WP - GFI ELEC METER 5'-6" L41-411 1 GF1 0 GFI REF CHW 0 ELEC L'11�-PANEL DINING ROOM 11-7" 41-611 GFI AT 30' A.F F. -E�= V-8" C%4 QFI AT 30" A. F. (�4 KITCHEN FOR HOOD GFI GFI TWO CAR GARAGE 9 G GFI 11 OV CLG3170 MNT. OUTLET ---------------------- 9 01 - — — — — — — - ZfLINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1/411 = 1 1-011 z 9 F- 61-11 " LIVING ROOM PWDR GFI ( --B!�TH_ 21-31' OS �`4 -LINE OF\. FLOOR ABV FOYER GFI WP ENTRY SECOND FLOOR ELECTRICAL PLAN B 1/411 = 1 1-011 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 TFROM 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 & SIZ!NG 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 SPECIFIEC IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 ANDI 250.5, TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH,..__ 19 SWITCH---- L V,k 4 1/2"— DUPLEX DOOR JAMB------� OUTLET—� TRIM -- BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL 9 I s �k �-SMOKE DETECTOR 11-01, MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 11 OV 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 <SW> STRUCTURED WIRE OUTLET 69 SWITCH AT 36" C11) 69 3 WAY SWITCH AT 36" -66—' 4 WAY SWITCH AT 36" 0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL J, CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER Virtual Review i SURFACE MNT FIXTURE Plans Review comp(et,, WALL MNT FIXTURE for compliance With the; N OW: ebre Aline KI 3 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE � 04� 5OW PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 5OW MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH @)s COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR -U-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"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FFr 24:E-,a 24" VANITY LIGHTING R7=— 36 ;;;il 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 'd' 150W PAR 38 FL Z INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR @ CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION JiiZJ ELEC PANEL M VACUM OUTLET AT 12" [ZA CEILING RETURN AIR A/C REGISTER THERMOSTAT TR 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. E "o ou a. ce) V) ce) OD 4— Elm Z) 0 9� 2 (y) 10 U -0 70 C: 4) E -E c) 0 0 § MIEN < ibilimil jC U 60 < V) U LU av C� o0 E �2 C3 CO CL L1j LU LLJ Ld C6 W 0 UJ I.- W -j W �- < X WNRix z W 0 � <2 < < y 0 < 0 X=)— (j)03:xWLL000L0L-j0 -j < a x 1 Cr 0 0 0— = SHI-LU-M63-.0� , U) 0 6 0 0 U) 0 z 0 0 Z =) W Lu V5 z W V5 W W < 0 W a. z Lu E LL 0 -j - < Lu r, z - 20 U- < 0 Lu 9 P ii � OZ < Ow 0 =) C) U- < 0 < r*4 Z LU 0 P-4 LI) =j > V) C:) z < fy) N Ln V) 2: U-) U V" N z < LU Lq < z < 00 F0 2 2 z 3: LU W -j C:) 0 ist, Inc. s n cprov� %D a and approved d FBC 7th Edition I tion PX23fin N N M N CY) 04 0 N C) N C) 04 11 C) A 4 N 0 04 0 N CD 0 CD C) 6 06 6 1 (0 — 00 00 — C1 N C-4 N N 0 N 6 CD C-4 d) CD C-4 6 0 N 6 0 C14 0 C14 0 C� N CD ' T- r- ob 0 C� r-- A 0 4 C) C) c6 CD c6 CD 6 6 c� 0 0 CLO N > I I C-� 1 C41 -4:1 Ui (6 r-� U") Cf) Z Z z 9 A-0 uj LIJ LU W 0 < a < 0) F- 0 13� W -C 0 Lr) -0 z Z LLJ P: < WI-x LU _-r z 0 LU z 5. LU 0 Z X Z Z ILL (.0 LLI 00 0 0 < �- 2 z 0- >- u' U) N < z T-q U) Z z 0 z L) p CL 0 0 z A6 z z uj -j UJ CV) LAST PLOT DATE >c May. 8, 23 i Z '0 1 ST & 2ND FLOOR . j ELECTRICAL PLAN B C� 9 C� F11 I FR 2" FILLER __"�KITCHEN 1/211 = 1 1-011 HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" ,�—BACKSPLASH 2'-611 f 2'.6" 1 " FILLtK 1 " FILL=M OWNE 'S BATH 5 1 /V2 of = 1 1-011 CD N zo 9 if) 1 1/2" FILLER 1 1/2" FILLER C� 1� 9 9 0? C? BO BO C� 9 9 Z-) Z-) 2" FILLER T-01' czl 1/2" FILLER 1 1/2" FILLER 'I PANTRY —4" BACKSPLASH �j 2'-0" SKEWED 1'-9" 3'-3" 'IQ-2" FILLER (—,'N�KITCHEN 1/211 = 1 1-011 SHWR HD--,,,. VALVE—, LINEN CLOSET 4'-11 " 4 1/2" OWNER'S BATH 1/211 = 11-011 C14 9 zo _V_ .5 _U 11 Z _U 2" END PANEL KITCH N ISLAND 3 "of = 1 1-011 �1 1-2 HOLLYWOD 0? STRIP LIGHTS —SHWR HD WALL lc�. 30" HIGH MIRROR in 9 VALVE 41' 9 bo �0 BACKSPLASH BO —SPIGOT 9 C� 9 0 2'-9 7/8" Z-61/2" V-6" �BATH #2 1/211 = 1 1-011 SEE SHEET STI IFOR STAIR QEI61L5 LO - I to 1 1/2" FILLER 2X4 WALL TOP AT 34 1/2" KITCHEN 4 "of= 1-011 1—/2 1 9 WIRE SHELF T= "HANSEN"BOX 220 VOLT r --------- --- 7 r - - - - - - - - - - - -vvl 1 61 114 1/2" X 16" I DRYER VENT I IRECESS ce) T 'T JUL 2 12023 12 PRE-ENGINEERED WD. TRUSSES AT Virtual Review Assist, Inc. 15 24" O.C. (SEE TRUSS DRAWINGS) Plans Review completed and ap\� �ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 R-30 BLOWN -INSULATION ELEV AT 18'-0" OlL T.O.P. \-r LOFT OWNERS SUITE PWDR KITCHEN LIVING BATH ROOM UNIT 11817 — B'— BUILDING SECTION 3/1611 = 11-011 SEE FOUNDATION PLAN FOR FOOTING SIZES AND RL-bAK 2ND FLOOR FF--r ELEV AT 8�4' Ai--, T. 0. M. "-r V) a) LO E 0 0 C') 'Uj CW) 00 V) E =? -28 0 U- , < 1 '0 z �e a Z z LL 0 - <� < 0 LU < V5 - W z - < � W 0 '-) LL OLLJ 9P�- Hoz 0 X :D 0 � < LL < 0 C:) C) r,4 Z LU 0 04 Q0 > U-) c) z ro _j Lq V) L40 LL z Uj Lq CK < z 00 z LU W _j C) 04 N V) C14 c1r) 04 0 N C) N C) N C� 0 C� 0 C� C) C) 0 . 0 C; 00 CD T_ N N N N CD 0 0 0 0 0 0 A N 0 L ob C� 0 4 & c� U-) 0 0 0 0 0 C) 0 CO z Z9 4_j U, Uj CO 4_0 5 a 0 < 0 -0 F 0 0 X LLI CL Lr) z z W x �- < LL, =) 00 0 Z �_ X: Z F— 0 t= LU z _j 5. W 0 MZW _ZZLL (.0 LLJ 00, 0'CF < �- —3 2 z CL W (40 IN < z Z z < 0 z L) L) a. 0 0 (t z A7 z z W _j W 0 LAST PLOT DATE > May. 8, 23 B - INTERIOR i�-4-1 0 j ELEVATIONS 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-13 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 PE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 VERTICAL LY 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 OP 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 X2 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. SPECIFICATIONS 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 TRIII-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 6fTMS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 PLIF 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 TrH 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DIL + 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 i A615MI-1 2 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C+P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF); ASTMA-185/Al85M-14 4.1.8 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C+P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C+P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPErIFICATIONS 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 W1 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 11 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'rn = 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 I 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 ASTIM 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 rIE 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'YBOLTS 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 STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8. t 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 R31 8. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTIM D 1557-02EO1 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 T-O" away from the building side walls. 3. Irrigation/s ,Trinkler,sx,stems including all risers and I spray has s shall n t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infesption, between wall covering and final earth grade shall not be less than 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 R318,11.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf 11 occurs befdre vapor retarder placement, retreatment is requireT 9. FBC-R R318.1.5 - C7ncrete overpo� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertiial chemical barrier must be installed aftep construction is complete, including andscaping 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 comEliance must be issued to the buildindepartment by a licensed pest control company efore a certificate of occupancy will eissued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS'S HOP DRAWINGS, CONTRACTORS'BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATICN. 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. Plan for comptlaIll-V - - by U,bra Anne Mahr PX2300 04 C) Zi C) LO _j, 0 00 < 0 W 3: 0 W Z Ln LO E 0 0 00 U C) ce) �!! In CV) co U CO E 2 0 Ir- § < U < LU Cl T� UC 000 E �2 .2 0 0 CL 0 w LU (D LIJ LU W� W U J I �0_ lo- W 0"� � M � � �e Z 0, Z ir::)�_j O�X.8_002_jo < 0 < 1-- P: <OX-JuNr 0ZMo,i- D o<ZLLL. 20080Z awxxozo Z D 2 LU W - LIJ x 9 0 0 U) OZ (/) V5 0 > U) LLJ W �_ Z u_ X < 0 _j < EL 0 Z �4 a Z 0 W 0 (L < Lu<- Luz F- (1) LL < LLJ 62� ow o 5 Z 0 LL U_ 0 C:) C�4 Z LU 0 ii.-I V) r%% > V) Q C:) Z C:) F M N < Le) Lr) CL _j . Ln V- LL 2: V) rIN Z < LU Ln rij < < 00 Z F__� Z UJI W _j C:) C:) N C\l ce) C14 ce) C14 C:) 04 (=) 04 C:) 04 C; 04 0 04 C:) N 0 o6 oi CD 'r- 00 V 00 T-- C:) N C) C-4 0 N - 04 C) 0 04 c) 04 c) 04 C:) 04 C) N C:) 04 0 CNI d) C14 6 0 6 - 6 T-- Ob C) C� A 0 CN 4 C) 11 C:) d) C:) 'd) 0 6 C� 0 N U-) .0 E2 . > T . V- 1 0 . C'41 0 . M C) . --t I 0 . In 0 . I W I 0 . r-- U") I CO Z Z -Z2 4_4 W 0 LU Cn LU r 5; 0 F_ FP 0 -0 OWW2 (L = < LO -0 < Z Z LU F- I. - IX I.- X LLI :) < MOZ �_ 7: Z 0 k= Lu Z 3: < U3 0 CL MZW Z Z ILL (0 W OC) 0 < �_ 2 Z w (n < Z T__1 U) Z Z FE < 0 Z 0 0 Z SNO Z Z w _j LLJ r-1- Ce) o LAST PLOT DATE > Jul. 10, 23 4-a C) STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAI`,AOND-MESH EXPANDED METAL LATH ATTACHMENT. METALLA,rH 16GAxl-1\2" LONG (3/4"-1' CROWN) STAPLES �—w 6" O.C. VERT BETWEEN STUDS (N'OTED THUS:—) - OFFSE7 $7APLES BETWEEN STUDS AS SHOWN I 1 f X WALL SHEATHING 16GAx1-1.,`" LONG (314'l-l" CROWN) STAPLES (p 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.2`1 SCALE: 3/4" 14" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA./JAX-* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION —RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONITALLY 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 C1 063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 100-011 H TANK -LESS W/ 5f-01' STUB -OUT FOR GAS METER 0 a 9 H C G 000 -b 9 [0 o. 1 8 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.Ce T.5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10-41 (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-l" (2) 16d TOENAILS 2 X 6" @ 24" O.C. 81-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" I (1) SIMPSONHTS20 OR (3) 16d TOENAILS I - TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i,e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING LLI _J M ROOF DIAPHRAGM NAILING SCHEDULE PInr.F I INJF + + + + + + + + + + + + . . . . . . . . . . . . � + + 44 . . . . . . . . . �CD . . . . . . . . . . . . . . + + . . . . . . . . . . . Z� I . . . . . . . . . . . . . . + + . . . . . . . . . .. . . . . . . . . . . . . . . + + + + + + + + + + + .0 (Typ) (TYP.) 4'-0" + + 4'-0" + + + + + . . + + + + . . + + + + + + + + -4 . . . . + + + + + + -4 + + + + + + + + \ + + + + + + + + + + . . . . . . . . . . . . . + . . + + + + + + + + + . . . . . . . . . . . . + + -1 . . + + + Cb +/ . . . k+ . . . . . . . . . \++ . . + + 4, 4. 4. .4- + + + + + + + + + + + 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4'O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + . . . 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH I 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE UTED 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 BCI8JoIst BackerBlock 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 1/2" 60 2.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL BO N D B EAM STE P #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITA MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small ?" I gap " ax, 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, Tight fit 2) Block solid between joists for full length of span. 3 Leave 1/8" gap between top of filler blocking and bottom of top flange. web stiffen J2- min. 2x4/Plywood/OSB er 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16 6-16 at 12" o.c., clinched when possible. Stagger rows from opposite 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher thRn I rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional w wall or beam below! k consideration. Check local building code for appropriate Z—One details in 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 Boise Joist Blocking I 1— 1'- 11nA% for each lapped joist. Od nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist -When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset " se x " na s at "o.c. or a jo st blocking panel *Non -stacking walls require additional consideration. — bit UU I ANYWI-ItIrit IN � CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE V FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" DO NOT CUT HOLES LARGER THAN 1)/2" ROUND IN CANTILEVERS. Round Holt. Diameter (in) 2 3i 4, 5 6 7 8 8._9�7_ 10 11 12 13 Rectangular Hole S Ide (in) 2 3 5 6 8 9 10 An� 16" jo�st S pan (ft) 8 V-0" V-1 " 1!-2" V-2" V-3" V-3" V-7" V- 11 " 2'-4 2'-9" 3'-2" T-7' 12 V-0" V-1" 1%2" V-2" V-3" V-9" 74" 2'-1,1" 3-7" 4'-2" 4'-9" 5'-4" 16 V-0" I V- I " V-2" , V-2" , V-7- , 2'-5- , X-2" 3'-10", 4%9- , 5'-7" 1 6'-4" 7'-2" 1,C) 1,_0,,I1,_r V-2" 1 V-2"I 2!-0" 13'-0' 14'-0" 14'-10" 15'-11-16'-11 17--111" 1 8--1 1" F�1_1'7-_l " V-2" 1 V-3" 1 2�-5" 13'-7" 14!-9" 15'-10" 1 7�-2" 1 8'4" 1 9'-6" 11 W-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avbid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC - SLEEVE THRU STEM WALL ..A .. .. . A :4 )i 9t - - - 00 --I III 1=1 I 1=1 I- I Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. I . � . � SLEEVE THRU STEM-/ Joist hanger SEE PLAN FOR 4 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block -1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth oom I -JOISTS BUCKETS N.T,S. GRADE REINF. SEE PLAN Web Stiffener Fastener Schedule Joist B aring Location Series --ff-epth I End Intermediate BCI 5000sp 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000S BCI 6500s@ 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d "1611 1 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d " d 6-16d SIMPSC w/ (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION \AIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS SIMPSON HETA20 HETAL20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2" x 1 1 /2' NAILS LIPLIFT= 1015# 015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION 4 4� 4. �1 I 1=1 -= I A. = = - . a. .4 - 1-111 FINI� GRADE Jul F_ SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU F�Q Review Assist (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Plans Review completed av 201 e with the 20 tar complianc 1 by Debra Anne Kjahr PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @F PENETRATION )I�E PLUMBING LINE 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ro A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTER @ PIPE PE ETRATION PLUMBING LINE .6 FIr— . 7 4 4.1 I EEI I [Eii A 411 SEE FND. PLN. SIZE & REINF. 4-1 CY) N 0 C14 ;5 0 0 00 LO 0 LL *k < 01 4 _z, LU 0 0 LL1 W 0 z < 0 4) 0 LO - P 09 6 10 C> - U C) C-) �! (n M Cq 4- V) .0. D U -0-0- E 'C: z cl) 0 U § a: 8 < 'o 4) < (J 0 C3 UJ OL C cc) E �2 2 7C) 0 C3 00 C) CL ILL! LLI ( tj� -0 W ui (6 W 0 UJ LU _J W 2 0 W _J 0� z W W 0 < M z W :D 0 U_ 0 0 LL 0 < - U) 0 C, < (-) < F- 0 0 a X W 0 z M 0 i,- F- C:Dy (n ox zo U- OLL 2 00 6� CI z < (OW WV5z WV5W IL W cc � 5 I - > 0 co 0 z LL CL 0 z a z 0 Lu 0 _J < < U.1 Z Lu z CL < 1-- Fn 2 W 2 < 0 W g I.- - a 0 M S U_ < 0 C) 0 z UJ 0 14 U') rN% z > CD 1-4 CD "0 a M C) M11`,�, < Lrl CL _J Ln U_ 2: V) Lr < UJ -ce ? Q� j3. M CL 2: -q < < 00 z z UJI _J C) 0 %D N N Cf) 04 cr) C14 0 04 0 04 0 (N ' A .4 Inc. N 0 C14 0 Cq 0 approved C 7th Edition 2300 0 00 0), (0 v-- 00 v'- 00 T 0 CN C14 C) C14 N 0 CN CD N 0 N CD CN 0 C,4 0 N 0 CNI 0 6 C� 6 9— 6 .6 Cb C� A 9 (0 -4- 0 C,4 i.-: N 0 > I I 0 C�I 0 C') 0 I -t I 0 LO a 1 (01 CD r.. U) CO Z Z z 0 4--f Lu LU (0 LU 5: I. -a 0)0 < �_ 0 -0 F_m 0 O� LU -S a. LO -0 z z III X < :5 LU coo 9; 3: 1.— LD 0 t Lu Z W >_ < LU 0 z X LL z LU 2 00 O� 00- R z >- I U) < z Cn Z < z 0 z F- 0 < _J 0 0 z z LH M N 0 LAST PLOT DATE > May. 8, 23 Z 0 STRUCTURAL DETAILS I (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT 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 z//___TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAi_ RL INSULATION BAFFLE-/ ALUMINUM DRIP E 5/8" OR 1/2" HIGH -- INUM FASCIA STRENGTH CEILING B FASCIA BOARD PER CODE (OR 5/8" 12" EE SOFFIT GYP. TYPE "X" @ GARAGE S HEET W/A HABITABLE ROOM ABOVE) W/DRYWALL e, x 8"X16" KNOCK -OUT SCREWS @ 7" O.C. I 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 TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) NAILER ARCHITECTURAL I ,,------FINISH 1x2 FIT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONIC. SLAB a - MIN PSI MAY VARY PER I m C) MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 AT GARAGE, CONTRACTOR W1.4XW1.4 WWF OR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE t. 00 6 M I L VAPOR BARRIER COMP. SOIL. 0, (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) I MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT*'� SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DOOR TO RECEIVE - . DEEP AND 6" BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVER S-� O.H.D. RECESS hl:F� U�U IT��I IT- = SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) If V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'.8" (2 STOR) GARAGE DOOR SLAB RECESS ri T� SEE TYP. WALL SECTION FOR SCALE:N.T.S. �3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ I O.C. W/ (2) 16' 16d TOENAILS T & B 2x P.T. PLATE-,, CHAIRS (TYP.) (2) #5 CONT. ON 3" '97. �TFI- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FRO1`1 END OF 2 x PLATE ZE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 8" 1 - I I.T. 1 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %I' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B J1 SHEATHING REQ'D. FOR ALL 3/ MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH _F EXTERIOR OR SHEAR WALLS AS SLAB& BLOCK SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD > 5/8"' x 10" "J" BOLT @ 24" O.0 W/ 0. 41 2"x3/16" PLATE WASHER (TY�.) ELEV. (ALT: 1/2"02" TITEN HD @ 24" OIL O.C. OR 5/8"00'WEDGE ANCHOR A 4. A. F. F. @ 24" O.C.) 211 0 7 A z 3 1/2" MIN. .4 ELEV. 4-3 1/2" A 4 .14 � . : , I A . F.F. 5 2x4 U_ CONT. A -4 4 -A 04 .4 4 4. GARAGE DEPTH VARIES . . .. . . 4 1 1 .. . - A A .. . : 4 .. . ..+ . . . 4 * 4. A' G G� GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 S3 _2r ELEV. �4-3 r1/2" 2x S. P. F. ST S 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C M U 1 " x P'T' S"T U D #5 VERT. IN FILLED CELL SEE CC/S3 OR c%j G/S3 FOR ANCHOR 1 BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS It C4 2x P.T. PLATE TYP. - ASSUMED FINISHED �GRADE MONO OR STEMWALL . '. 2 FOOTING MONO SHOWN 0 At' to I.b >. 00 FOR CLARITY t' A0 NOTE: A.. z m t. A * .0 *FOR BEARING WALL W/ UPLIFT ONLY lml.Lli- 11-ur-11IJ IT-71 11-rr FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 31/211 WWF OR FIBERMESH 4"--\ z pt L) k / 00 SCALE: 3/4"=V-0" !6 GRADE (1) #5 REBAR w/ OPT. 7.m I I- I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 EXPANSION JOINT� BLOCK WALL BEYOND 1311 --I f-O.H.D.,RECESS wig M SEEA/S30RJ/S6'- -11_rm_1�17T�I 51U__ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �'s 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ FIBERMESH 6 x 6 W1.4 x W1.4 WWF OR 00 "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 7 4'� ,Aj SCALE: 3/4"=V-0" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (0) K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR WEEP SCREED INSTALLED I I PER MFR INSTRUCTIONS '�#3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 00 FINISH GRADE 0 M cy) 25" MIN. LAP [30" MIN. LAP) 1 C9 AAAS A.A- 6 MIL VAPOR BAR R 17/8" IRT= IBM #5 REINFORCING BAR RI�g �=U� Tufr= f=I, Ii t,: . = - - = - N ;i #5 LAP SPLICE COMP. SOIL. (COMPACTED TO t. LILL LUT-iiLu-ii 1. 95% MODIFIED PROCTOR ASTM M"M, ILI ��.I I I = : = D1557) F1 4" 1'.4" TY PICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0.01, _j < . .. . '... . . ... 4 ., & . . I . , . - 1 A Iq � . - CONCRETE NAILS W 1 1/2' cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E 6 MIL VAPOR BARRIER 1/211 GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALA& INTERIOR -4- CONCRETE SLAB 2X STUDS @ 24" O.C. U.N.O. GARAGE N.O. 1/2" GYPSUM WALLBOARD U W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN _71 CONT. BEAD SEALANT S x 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I , A SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 TOP OF BEAM (2) HTS20 /-t4 TP.T. E 31 9 COLUMN LOCATION /-071161 S.B. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0. z c/) 0 LIJ m § W III U) '1120 N O&ALT4110 N SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR _j z BOLTS 6" MAX FROM w 0 END OF 2" x PLATE LU CID 0_ 15 R FROM I ATP_ SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C, TRIM PER PLAN 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 COMMUNITY SPECS TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) -4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FI BERM ESH SCALE: 3/4"=V-13" (2) #5 CONT.- V-4" ON 3" CHAIRS (TYP.) 1/2"(min)-4" CC - S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 101-0" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A 9 A T M-1 011-1'T�T -911=' 71 TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G SCALE: 3/4"=V-0' VAKItti 1 1/2" RECESS FOR x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) 4 4. 4 - A 00 ::-- �r E N I virtual Revic co T.= Plans Review COM TI= I 1=1 I 1=1 I 1=1 I I ith t for compliance w 8" Debra An' SEE A/S3/J/S6 b FOR REINF. 1 NFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. tx- m SLAB STEP & RECESS S.G.D. SCALE: 3/4"=V-0" S3 MASONRY WALL AND I I PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFOR cl) 4 00 4. 2 W 0 0 4 . W W a- LU L) LU 4 - 0 W U) M - 71 00 4- . I < U_ 14 4 7 cr < UJI FOOTING 05F BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. 1\�,!3� cf) 04 10 in 0 00 LO < z LU 0 13 'j, V, LU z 0 4) 1>1 '00 10 Q) %. 1= 10 U C) M co cq C3 c" E c 0 < < U Lt) U LU C,4 c 00 0 E 70 rz, a co W 0 LU LU (9 Uj Ld C6 W W P UJ _3 W -0 Uj 1- < IX 2 _j OT zm z 0 < < < �e 0: :3 0�:I= U-00U0 0 < C) F- F- < x U) U) 0 Z 2 0 096-ouzzooin z UO) cwn x w V5 z V5 a,- � =, 0 0 00 z CAI Ly x 0 _j _j 0 COE > z Lyu 0 z U- 0 J< OW Z LU Z < �- < ED ILL 0 W y 0 X < U_ < r*4 z UJ 0 V) CD N Ln rL _j V) UZ V) zF- < Ly Ln 0� d: rij ce 0- m: T_q < 00 F_m z z LU LU _j c:) C) f 04 CN Ce) CN Ce) N 0 04 0 04 0 04 cy) -ct N 04 04 0 0 0 Assist, IrIc- pprovei etad and ac 2g2g FB 71h Ed tiott o c) 0 e Kjahr PX2300 00. 6. W 00 T-- 00 v- 0 N CD N CD CN cq N O�O C�: C� 0 C� 0 04 0 04 0 C� C) I 0) c� 0) 9 0 V I 0 r cb 0 I c� T m 0 I 0) 6 0 I 0 04 CN0 .0 N LO >1 I CD c -� 0 I , cy) 0 I It I 0 L01 0 (D I 0 I U) I 00 U) z LD W LU a) 10 0 < 0 (L o X LU Z IJJ F- W -W LU < im 0 Z z 0 t= LU z 3: _j < LU 0 Z z Z Z LL LLJ 00 0 _j z 0. UJI < z U) z Z 0 z :� 0- 00 0 z z W _j Uj cf) N LAST PLOT DATE > May. 8, 23 STRUCTURAL z 0 _J DETAILS -MONO , I I. L LU m m (2) #5 CON 4" U.N.O. TYPICAL BEARING WALL @ STEP A I rFI I MT T, MIK (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE I / ////,-SEE PLAN FOR SIZE -----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION "---'--PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ S 'E� '_ S DOUBL Top P, 2 x S. P.1 STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER TUDW/(3)10dNAIL CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4'O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD (TYP.) \L--MOnF 2x P.T. PLATE TRI ISS 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"XI6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ T STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW S4 KNOCK.OUT_ BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 �111 1m!!!E -RWAM mm a NOUN 011 NEI Milli fil PRIGNE r MEN Milli llll= NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. G S4 SCALE: N.T.S. �4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL-\ Uj > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION KIS4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR ....... RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION 1 FOR DRAINAGE GARAGEFLOOR ..... ....... TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR IBO OM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" INTERIOR WALL Gt EXTERIOR WALL 1STCOURSE 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, MASONRYLAYOUT D SCALE: N.T.S. �4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 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. WALL 'd A A 4 DOORSTOP 4 DING MOL 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK—` 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. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11-4- (1) (2 (1) (2) (1) LSTA30 4'- 91 (2) (3) (2) (2) 1 (1) LSTA30 9'- 16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR @ 12" O/C FOR 2"xl 0" OR 3-ROWS 12d NAILS STAGGERED �z �EATER HEADER IMP N w/ ( ) \—(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS 0 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP' 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STU D (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.0 LS30 wl (6) 1 Od x 1 1/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 WATE RESISTIVE BARRIER7>A SIMPSON SP2 wl (12) 1 Jd ---, 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) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. S4 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF �A 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/Y�16cITOENAILS TO P PLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. F= 2240 LBS P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 i NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 /- SIMPSON SP4 SIMPSON SP2 INTO TRANSOM FRAMING SIMPSON SP4 C SIMPSON Spi SIMPSC SP4 LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 2-16d TOE NAILS EACH END (LU ; s') a. U) 2x TOP PLATE-/ V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24' V O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. I STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL SCALE: N.T.S. SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. � & NUT IOXIED A.T.R. I & NUT OXIED A.T.R. I & NUT 1 2X8 P.T. BOTTOM PrT E -5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 ...... .... " ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING A '2X8 WALL ABOVE ENTRY N "I K.O. BLOCK W/(� #5 CONT. & FILLED Virtual Reviev 5/8,,xio,, j-p(gAWeview compl 0 2'-0" f6pcompliance with th, -MASONRY WAL4y Debra Anne 1 Od NAILS @ 4 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. ,,,,,-PLYWOOD FASTENED TO TRUSSES PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" SHEATHING O/C BOUNDARIES 6" O/C EDGES rE & 8" O/C FIELD 0 �4 L SIMPSON SP4 w/ (6) 1 Od x 1 12" p: (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wl (12) 10d NAILS MASONRY-- SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0 5/8"X 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE I � I I 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) PLATE) A�TERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 J 04 0 04 00 Qt7 LO *t 0 c-D � v-, _j W UJI 2 0 j UJI z < 0 U") E > 0 0 0 1. = -'D , or) V) c') Z) 0 2 z LVI) U -0 70- E 'c D 0 U 0 U_ 0 0 U_ T U1 ULU a'o t' co N c E d P) p , 7() cOL LU LU (D Uj Ld (6 0 Uj Uj _j Uj 2 �_ 0 z 0-1 �; q; z mt �9�4 m �5 _j � 0 3: cr ') 1 0 0 0 0 < < () Z) !�) a 8 � z E U_ 0 z m 0 , �- OWE 0 OZ200cocz 0 cn LU W V5 Z a. W 'y 0 0 0 z ILL > m 0 z 0 z z LL 0 U, 0 CL < W < LU Z a. < , 2 �_ 2 LU < W 0 Ow U_ 0. r*_4 z LU 0 > 14 C:) Z < UO Lr) _j LL V) zO_ Uj b < 00 z i__m z 3: LU W c:) _j C) ko mi L 2 1 20P C14 N cy) C14 cy) 'N C:) C14 C:) 04 a) 04 C) c; 4 c� c� c� Assist, Inc. 0 0 ted and approved 2020 FBC 7th Edill on (lahr PX2300 0 0 106 1 1 1 W T-- 00 - 00 T- 0 C14 C) 04 c:> 04 04 C) C) C14 I 0) CD CN I 0) 10 C14 I 10 0 C� 0 0 C� 00 0 C� 04 0 C14 I C0 CD c� 'IT 9 �"— d) — d) 9 — CD c� CD T.- c:) CD 0 8 C5 0 N0 1 m N U-) L_ >' T_ 0 cl CD C'5 c:) 4. 0 U1 0 (61 CD r': U 00 Z z 4-a Lij W U) W c)) 0 2:5 0 0 oaf W LO -0 z z W < CC W < _17 co 0 Z -- 2: z (D 0 t W z 3: 5. < W 0 2 Z of T-4 CL Z Z LL (0 Uj 0 e < �- z 00 a- >- U, Ln z U) z T__1 z m<0 z 0 0 z z z LH LU LAST PLOT DATE >cD May. 8, 23 STRUCTURAL Z '0 .j DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLWG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL wl UNSUPPORTED, IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS7 45* 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACHJOINTW/(3) 10d AT LEAST 90% OF WEB & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD \ INTO 2"x6" P.T. PLATE 2x4 "T" ON TOO OF PANEL BLOCKING-'� FASTEN WITH 10dx3" @ 4" O/C SPACED WEEPSCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER PSON METAl 2 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK \�llil� TITEN ON OUTSIDE ff 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL wt (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7 SCHEDULE FOR SHEATHING DETAIL ��\ 45*± z SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2X4 KI 2x4 KICKER 2x8 SYP#2 1" BRACE TO SKER @ 8'-0" O/C. @ &_O�O/C EXTEND AT LEAST 90% OF 2ACROSSBRACE WEB LENGTH & NOTCH AT APPROX, 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. I \/ts� --,--FROM LEDGER TO END BLOCKING GYPSUMWALLBOARD 7 GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED /// I 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL /Z �- SECTION FOR SIZE & SPACING) LYWOOD OR 7/16.1 ,,-1/2" CDX P OSB SHEATHING ATTACHED AND 12" O.C. FIELD W1 10d NAILS @ 6" O.0 .EDGES (2) 16d NAILS � 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 481, O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH T LOC 1063" @ 4" O/C O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2� SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x SEE STRUCTURAL CHORD BLOCKING go ;o NOTES AND NAILING x INFORMATION co SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES co 2 U, 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END 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 -- OF STAGGERED10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", 1. = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SCALE: 3/4" = V-13" NON - LOAD BEARING LOCATION B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" tSH SCHEDULE �TTACHMENT 2 SYP BLKG @ 16" O.C. J x 0.131" AILS EA. SIDE .2X4 #2 SYP W/ 10d XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. �,, �5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES L 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. \1�1 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS //-SEE PLAN FOR 2X4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS 9 SECTION SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 2"A" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT " BRACE TO EXTEND EACH JOINT w/ (3) Ir-"L" AT LEAST 90% OF WEB 10d & (2) 10d TOE LENCTH (SEE TABLE) NAILS @ EA.END GABLE TRUSS 2X4 PANEL BLOCKING /�1/2" CDX PLYWOOD OR @ 48" O/C FOR THE 161 (2) 16d /-7/16" OSB SHEATHING FIRST (4) ROWS OF NAIL, 'LS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & I LA O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL I BLOCKING, FASTEN WITH I 1 1 Odx3" @ 4" O/C SIMPSON HGA10KT W/ (4) 1/4"xl 112" SDS SCREWS TO ---- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) r4 SECTION SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) s BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) "Ll' BRACE 24" 010" - T-O" T-10" - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) ---4.;ONT. HEARINU ----- GABLE END BRACING DETAIL SCALE: 3/4"=V-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 END JACK 1 l'-O" MAX. Lu CORNERJACK w z m o L) HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-", --2x4 "T" BLOCKING @ 48" O.C. 'IN 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL(@ SCALE: N T_S_ :W' 4� kL 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAI L r6 SCALE: N.T.S. 1\ �' DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS + RTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. \1 �' 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-i CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. LI9 q Fill Fill Fill Fill mm CC om 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 BRACINC- 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W1 (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING lirtualRell . levi ted a Review comple ltl� ?Ians th the W/ DROP CEILING BRACING DETAIL lot coffol-ance \11 Ykahl h, Bebf-a knne MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS' SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 04 0 0 co < 4� Z Lu 2 ";ah� 1: 0 0 UJI w 0 z < Lf) (D4) LO E > 0 0 -a '0 >1 0 co 6 co cq 4- V) S 09 U -0 70- cl E -= u 0 jD) .2 .. 0 U ci U Lu 00 E 0 CL 0 '00 w uj L w 0 w Lu w 2 0 Lu zw - 0 w zo) 0 0 uf _j 0 w w < D cn co o _j � cy >< w gzm_'Q� (no9zou-uo-W DOM I Z) cy 0 o 0 z q'cl:Lu_z H � =, - cn 0 0- t V) I W Zo Lw W 0 w -i _j < EL j5 Z 9 Z Z 0 Lu Q IL _j < uj w U) U- < �_ (n 2W4520 8 'wj 25 5 Fn � � 2� < U_ < 0 U- c:l c:) r14 Z LLI 0 1-4 > 0 c:) z < Lf) CL In (A m: V) LL. z < yj ce ce Lq < z < 06 F_w Lij w _j c:) 0 N 04 m 04 m 04 0 04 0 04 0 04 0 c; v- 4 T.- c� 0 c� c� ic Ith o6 C)l I I I CD T-- 00 T- 00 T-- 0 N o C4 o 04 04 0 N o N CD N 0 N 0 04 0 04 0 C� 0 I mmocDwNm c� I 9 I —1 I —1 I 0 I — 9 CD t 0 0 -d) 0 ch CD 6 6 N 0 N E 0 Lo > C'� vi 4 Lo co r'. Lo "t 00 z LD w Lu 0) ul 5; 0 - 4_0 cy) 0 0 a. —0 o W Lu CL T Lo -0 z Ill F- < I.- X I.- Lli T. co 0 Z 2: (Do z F- W z 3: -1 w 0 z X T-4 a. Z Z LL w 00 0 :r < -3 2 z (L >_ Ill cn z Z Ln z 0 00 z z z LH ui o LAST PLOT DATE > May. 8, 23 _#_j 0 STRUCTURAL I DETAILS 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2"GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 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 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.11.1, ITEM 4 OF THE FBC 7TH EDITION .(2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. �IAX. -SHINGLE ROOF SHINGLE ROO 15/32" CDX PLYWOOD OR 7/16' O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" 0,C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS .0 W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d 1 W LAYER 118" THICK. COMMON @ 6' O/C EDGES AND 12" O.C. FIELD U- 0 INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB — CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" OIC TO ONE SIDE OFTHE FLOORTRUSS FOR AN AREA S 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA��z SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM I ETAL SEAT E P ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 1318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2"GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL E Cw'14 6x6 W1.4xW1A WWF OR FIBEF ITT '--STD. 90 *HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR W/T MIN. CLEARANCE 4-1 V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 STD. 90 1-10OK (SEE DETAIL) 8"W'X`16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL ',�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 0 4"x4" INSPECTION PORT AT 1 = cr CL EACH FILL CELI. TYPICAL LU U) SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO ST 2nd FLOO BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ _.T_Akm1 owsl6i AM 11 mi 1 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' N\ SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. E S6 1x WD FURRING @ 24" O.C. Q_ CL /—AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE TO CUT BLOCK OR POUR SECTION J/S6 BASEBOARD 0 ::, MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING — ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY TO BOTTOM PLATE/CHORD W/ 8d 411to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED `A SH GRADE ;0 AA /FINI FLOOR TRUSS SEE FRAMING PLAN FL OOR TRUSS so 4 :A SEE FRAMING WEEP SCREED 4 PLAN INSTALLED PER MANUF. H 9 2"x4" CROSS BRACE @ 4811 SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W1 (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIO N / �R -01, PARALLEL TO MASONRY WALL SCALE: 3/4"=1 1\ �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B_ SCALE: 3/4"=V-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRU S S) ('0 SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING S ECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP W B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:g 81-6 (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'.6" �_EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A<U;14> 1. 4.. 0 1=�LL t(C3 P �'-�iT M1117M 'F7111�Fl #5 — CONT. ON 3" 8" HAIR W/ 3" MIN. E e_00,� INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. U' = B 16/32" OSB EXPOSURE1 SHEATHING F T _x PROVIDE _x BLOCKING AS REQUIRED PER SECTION X-X IF Lu NOT FULL _j HEIGHT SHEET - G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I z — 15/32" OSB I EXPOSURE 1 F SHEATHING Lu Lu SOLID 2x c BLOCKING @ ALL SHEATHING EDGES (SEE OPENING SECTION X-X) c uj _x E STUDS Lu ,-lx BEYOND. Z SEE PLAN :; 0 \-2x4 P.T, BASE �A PLATE BEYOND 2x RIBBON OR VERTICAL HORIZONTAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r:I P:X/ATIOKI r)[Ar-PARA 3/8" "S" = NAIL SPACING 314"l S /2', SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FL TCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ W O.C. STAGGERED FOR SHEATHING S SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1-112" S S EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE A INI UM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES* AN END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT uj PENETRATE SURFACE MORE THANVe". NAIL AT BASE 2 ROWS @ 4" D.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/ 8d COMMON NAIL LL NAIL OPENING PERIMETER wi (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" D.C. wl 8d COMMON NAIL, STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. w/ 8d COMMON NAIL w u, u- cc cOr PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF r- ix, 0 c, w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 ' ' cn �_ 2 U z (n U_ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL LU 0 0 MEMBER IF GABLE END u- NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENET"RATE SURFACE MORE THAN 1 /8". rc WALL SHEATHING INSTALL. �, �6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W1 (2) 12d TOENAILS * EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE -2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXT RIOR FRAME WALL HEADER DETAIL BOX HEADER ONLY (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 WlAxWl.4 WWF OR FIBERMESH 2 4. w 4 A H 4 4 V14' ;Fri, (3) # 5 REBAR ON 3" CHAIR 4" 11-81' W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS — STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1)LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPL� . 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? 9 K @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. v S6 q-,,tuak ReVIevi Iproyed opleted 3nu '1V aw cov Plans Revip tte 2020 VgC 7th Ed" wiptiance With q lot 01 hone w1ahr POO ce) CD Q 00 01 00 LO Z Lu 0 0 ui In z < (1) L0 > 09 0 0 u co 9� t ,, C3 V) 0, c: MINE 5 0 0 u c C3 U Lu r-O E 0 a C, -a Lu LLj (D W Ld w 0 LU " W Lu 2 0 UJ �0-:,c � 0: 9 z X z < 0 0 w=)m_ju)03:cz(0u.Q0,� _j 0 < F- Z) 0 �K z Q� 0 z 2 0 Ou)� Qi0x00'czH LU w can� z< :) V5 V5 a 0 0 U) 0 z (L > uj uj �w_ ux - 0 _J�6_02�gz6zowuca- I- < w U) ML02520 LL I- 0 1- 0 X :3 < LL < 0 u- C) c:) CS4 z UJ Lf) r*-,. > cl ce) c:) V) ui _j LL_ z Lu Ln pj ..I 0 C14 0 0 0 0 0 Uw) .qT CO (n Z Z z 2 w Lu U) 5; C) 0 0 0 0 of W a. m rr L4 z z W Lu CO 0 77 0 0 t Lu z w 0 Z �, Z U-1 00 0 0 < I- :5 m z 0- >- LL, U) T__4 U) Z < Z 0 0 0 ryz — 00 z z z Lu _J C14 LAST PLOT DATE >c) May. 8, 23 STRU0,TURAL Z '0 _J DETAILS -MONO lx4 1/2" DRYWALL DOOR JAMB (REFER F DOOR JAMB (REFER lx4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT lx4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 3-1/4" LONG X 3/16"0 lx4 P.T. FURRING 3116"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" lx8 P.T. TAPCON @ 16" O.C. & 4" 11 FROM EACH END w/ MIN. 2X8 lo lX8 BLOCK@ SPACING PER MANUFACTURE 11' DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL lx4 P.T. & lx8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON 16" lx4 P.T. DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT 1/2" DRYWALL N. 1/2 APPROVAL FOR CONN. lx4 1 EACH END W/ MIN. TO PRODUCT �x4 2" EDGE DIST. )N.j APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/1611 3/1 x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIN MEE TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'ID MIN. 2" EDGE DIST. (2) ROWS 10clx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O-C- 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. EMBEDMENT INTO BILK.) 1 X4 FURRING BLOCK HEADER 112" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 17A POLY -CELL IN THIS AREA SCRIBE (NOTCH) Q (4) 1 Od NAILS INTO 2 x 8 BACKSIDE TO FIT ARCH CONNECT W1 8d NAILS BRACE/ BLKG \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 3 19" TAPCON (1 1/4" MIN. EMBEDMENT INTO vi ��) 2'- 0 /4" MAX 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) 1 Od PROVIDE 2 x 8 DIAG. BRACE BTWN,, NAILS AT EA. END VERT. BRACES WHEN HGT. OF 1\ BRACE EXCEEDS 24" LEAVE A CUT OUT IN)O.S.B. ON T 2 x 8 VERT, BRACE(S) 1��ULN INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-13 ARCH DETAIL rK SCALE: N.T.S. �S 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB (TYP.) FILL SOLID BOTH CELLS STD. 90' HOOK (7 NOTCH WEB AT ±511 FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d SINKERS AND (7) 1/4"11/4" 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 4Y21- 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 LL SIMP ON (5) 12d NAILS H2.5A 2X6 TO 2X4 W/ (10) 8d NAILS --- T-r/ 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 NOT _L 20 ga. PANEL id. rml-qr REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER HOR ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. /4.. EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS -L 9 ga. PANEL F PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 'ING REINFORCING j SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 17HER (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. C 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: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR FED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PILASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UPTO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MA. X. OR IF MASONRY TAPCONS AT 16" WALL USE (2) 1/4" X 3 1/2 O.C. SECTION @ ENTRY SCALE: 3/4" V-0" 1\ �s (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL WHERE THIS CONDITION W.W.M. AT PERIMETER OCCURS COVER F.F. A D, GR DE A* Cn m \---(2)#5 REBAR. MIN. 3" 16" MIN. 00, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" V-0" FILLED CELL PER FOUNDATION PLAIN R YP.) rH E S moll 0-1 Ifill *in as tllW4Ik ffWm d FILLED CELL INSTALLATION f H SCALE: N.T.S. SS ARCH PLAN AND FIR�- NCI Z( 3U[, ALUIV BR G WALL TYPE I PF P PL AN I 1 `_,S N,� F H 4,1 1,', F 1 -4 - FAS7ENED PER I NOTF 2 13FLCAV - I L F L (RL �CKIN(,_� N,Ai�ED 71 T�T,l (_,'�')NT �K4 NAILED T(D - FILOCKING wi 2-12'd NAI[LS Ch()H() FVFRY f.")fHFRl TRUS<," W 3-12d NAILS, TYP. - --- --- .— - ----- -- - 1, G,C.1 BUILDER TO VERirypRovix SOFFIT MATERIAL SPAN CAPACIT ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 PRODUCT APPROVAL) IF CHANNEL FASTENED TO� CMU W T NAIL.09T'DLk @ 2411 O.C. w,� 518" MIN_ EMBEDMENT WOOD me(3)16 GA_ 314"xllt' CROWN STAPLES @b 24" MAX. C.C� IIN PATTERN SUB FASCIA ml 16 GA. 314"xlJ4" CROWN STAPLE 0_ EACH GROOVL- STRUCTURAL SOFFIT SF01 REV. 09.23 2021 > V-4", INSTALL MID SPAN BLOCK iN �:7 - -1-11 & SCALE3�j4" - V-0" (-)FOR ALUMINUM SOFFITS VvI THE SOFFIT FL PA INSTALLATION ('Il FRI' 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA I LS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Lj','uDLr Ok (2) 1 Od NAILS @ 8" O.C. 4 ��/y To USS. q1V TO TRUSS TOP CHORD -1 + /y PLYV� + + 7_/y PLYWOOD SHEATHING + + + + + + + + + BLOCKING AS + REQUIRED + TO SUPPORT + TRUSS + SOFFIT - %1 1% + 2X4 SYP Le EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED - (MAX. 4'-0") @24" O.C. FASTENED TO ClAU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION rm SCALE: 3/4" V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIEDw/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP QPP QWPPT M) AKIr) m z 0 fn < U- W D L) < 2"x BOT. PLATE W/ (2) 10d @ 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 I O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2 lll� CONTACT ENGINEER OF RECORD FOR" L . 4.1 1 FURTHER INSTRUCTIONS.�: OVERI RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECIT). [NISH FLO op �o E 0 CY) M Co u V) -0-0- u M ol 6 M 4 E -= 0 = Co a: � (4 : 1j'o Lu Cl "I C 7C) 16m 00 E �2 0 a CO -g) 0 Ld (6 Lu 0 W F_ LU _j WmF.0 LLJ Lu wl�-< Wm_j ZX Z x 0 � _j < 0 �e 0 LLI D - U) 9 Ix U) u- 0 0 u- _j 0 =<, a 8 � z a, u- 0 z m 0 , �- :� F: < F- OcnW OzOE00'moz z "' Z) o o U) W 0. W V5 W W lu V5 W fr a. > Z F- Z Z -OLUOWI <ow�m_wz Q a o z �2 < ow ow U- < 0 U- CY) 04 0 Z! 00 u') < z Lu 0 z < 11E #5 BAR I C) 10"2 CENTERED Wl C) 1*19 : A; IN TOP 9 z r_4 0 KNOCKOUT/ N 0 Lu CHAIR BLOCK U') -n I G I IE� V) C) MONO FOOTING in SIZE AND REINF. PER PLAN �; M r < Ln _j AND SECTION DETAILS V) LL. z V) CLEAN FILL uj :4 Ln DIRT CIO rej STANDARD 9 oo 99 HOOK ZN < U < z z F_ #5 BAR IN FILLED CELL V V W uj _j C:) C) sk L.0 V_ STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL mi MONO TO STEMWALL FOOTING SECTION DETAILS 04 Ce) Ce) SCALE: 3/4" = V-0" CN 04 CN 0 N 0 CIq 0 C%j OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. c;: 4 0 I (14 04 C14 DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE 00 0) C.0 oo 00 0 o o T.- 0 _ o T_ f1c) N 0 C-4 0 N 0 C%4 0 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT `� `� �1' `� C� C� C� N1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") 0) 04 C11) 0 C) C:) 00 04 CY) 0 L C) qt 0) 0) 6 6 04 #5x6'EMBEDDED INTO EXISTING BOND BEAM 0 0 0 CD 0 0 FILL CELL FULL HEIGHT W/ 14ON SHRINK GROUT. U-) r > T-:CIIIIIIIi C:) C) o o CD CD #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1 I if I I I LoInc vittual Review Assist ved Cr i and appro planS Review completei z I Z C 7th EditiOn U) for compulan \4djbtmlR17q 00 0 Lu (4 w LU 0 41 m r > 0 0 X LLJ 0 a. z: z W Lo M z W III.- W 'V. < SAW CUT in 0 LD 0 t= LL Z SECTION >- rA >.< W C a 2 Z m SCALE: N.T.S. - Z Z LL 0 SCALE: N.T.S. 0 0 W Co z z 0 32 0- >- LL V T z 2 C C z z z W _j W Cf) 04 0 LAST PLOT DATE >c) May. 8, 23 STRUCTURAL Z '0 _J DETAILS—RETRO F17 SCALE: 1'_o" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO \7t-2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED i LU NOT TOUCH STRINGERS INTO FLOOR WITH GLU STRINGER CONT T 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AC POINTS x4 GLUED AND NAILED TO STRINGER 0 r FOR DRYWALL SPACING SECTION VIEW Y'- �H SCALE: 1 .-o'; vv��" SYP CUT FIT To NRS IN WALL -2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS I EW "All SCALE: 1 V-0" PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "ID" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL ----2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" SECTION D—D -3/4 PLYWOOD ON DECK ---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-7 STRINGER CONTACT POINTS SCALE: 1 V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2LUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT FACE OF 2ND RISER MAINTAIN BETWEEN AND 1" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS1 2 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1 V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1 V-0" SECTION VIEW SCALE: 1,-0.; -3/4 PLY\A ON DECI, --,?x8 SYI AND N) FRAMIP 2x4 DRAF STOP 2x4 BLOCP 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 TAPCONS @ MAX. 32" O.C. G. 1 TOP OF STRINGER TREAD--, 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP A -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G -2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 202 OR LSC EACH STRINGER---� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER7\--,,,. SIDE) TO BOTTOM EDGE OF 2x12 STRINGER ---L�-PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ X X �j 2 J" TAPCONS @ MAX. 32" O.C. _1x4 GLUED AND NAILED TO STRINGER SECTION VIEW VICIIII SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS' PER CONTRACT (2) LAYER EDGE GOLD OPTION: 2X4 CUT ON 4 BEVEL GLUED AND OSB OR PLYWOOD :) T OR 1 J"X16" LV1_ NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gill SCALE: 1 V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLL IED AND NAILED TO JOIST. NEWELPOST BLOCKING SCALE: 1 V-0" 0 1 /AIM UUINO I MUk..# I IUIN Ut: I iRILO (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE �TO RIM BAND, ID NAILED TO NALL BELOW JOINT .TO )ISTS) PSON 10d x 1 POST LET INTO tOCK IDE KING 2X8 BLOCKING FOR NEVVEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES t' Inc. at Review Assis virtu act mans Review cOmpteted and appr , with the 2020 FBC 7th E0100 L�Or """an' h, &nne Mahr ECTION VIEW 111-111 SCALE: 1 V-0" CY) 04 0 C14 �0_ �5 a Lo V7� -J, W < 01 z Ld m 3: 0 a z < 0 4) 0 LO E > 0 >1 6. I= U % o cy) =01 Co 00 V) gi 4- V) C3 2 U C" 01 n C: E -= , 3 1�1 =) 0 U § 75 G: 8 < , �j U) W Ly z LL W < 0 _j 0 (L 0 W 0 EL _1 � < 0 LZU LU Z - a. U) U_ < mwfl� < o W 0 U_ 0 L_ C) C) Z LU 0 p__q V) > U') 0 CD z 14 < V) "o m C) Cn N Ln 0- _j - Ln U-) < Uj LL. V- L i ce N z a- >_ Ia. M F .. 4 U z < 00 F-� z LU Uj �.j C:) C) ko C14 CN Cy) 04 ce) C14 0 �4 0 C� 0 C� T 9 M —1 C14 0 04 0 04 0 0 0 C) C6 oi CD 00 't- 00 v 0 C*4 C) C-4 0 N C14 C14 040 N CNI 0 C14 0 C-4 0 (N a C14 0 & 04 & 0 6 6 ob C� A 9 CD 0 0 0 C'q n INID, Lo > N Co 4 Lo I q I co C) r__: Lo CO Z Z z Q -1-4 W W U) (D -1-0 0 05RO 3: < 0 a. 0 Of LIJ Lo z LU L__ CK < LLJ Co 0 �- x: �_ 0 LIJ z 3: _j W 2 5. < W 0 2 Z W Q - Z Z LL 'o 0 < < I,- _3 2 Z a- III N 00 C >_ Co D Z*Z z T_q M < 0 F_ z o CL 0 0 00 z ST z z LIJ _j W C0 N 0 o LAST PLOT DATE > May. 8, 23 40 Z STAIR DETAILS IENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS, 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTIJRAL 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 NOTE9 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD APPLIED HORIZONTAL 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 8F32-1B SAFE GRAVITY LOAD = 6472 (1S) W/ 15% REDUC-RON => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^"-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB 8F8-0B 8F12-0B 8F16-0B 8F20-08 BF24-OB 8F2H8 8F32-08 8F8-1B 8F12-1B BF16-IB . 8F20-IB 8F24-1B 8F28-IB 882-1B T-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 -�069 4605 6113 7547 8974 10394 11809 T-15" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 -TO69 - 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 14890 5961 17034 8107 2693 4605 6113 7547 8974 10394 11809 4--6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 - 11809 T-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 , 3090 5365 7547 (36) 7342 (191 8733 (19' 10127 (191 T-10" (70") PRECAST Lvuz 1105 1173 1631 12090 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 -i238 2177 3480 5381 8360 10394 (37) 8825 (1 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 W7 (44) 6472 (15� 9'-4" (112") PRECAST 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390 (47) 10'-6" (126") PRECAST 535 890 1247 2093 2777 2163 1 2536 643 1052 1533 2093 2781 3643 (38) 475A. (45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 --�82 945 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 '96 471 755 1075 1428 1838 2316 2883 --:�71 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 -4;5 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR 3 1370 1902 2245 -NR 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR N R 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 I.R. NR NR NR NR NR NR NR -i35 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR -- --Y80 1 340 5 98 845 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 NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS IcAmr-4ma" SAFE LOAD - POUNDS PER LINEAR FOOT 8RU6 8RF6-0B 8RF10-0B 8RF14-08 8RF18-OB BRF22-OB BRF2w8 3RF30-OB Ti�:IB 8RF10-1B 8RF14-1B 8RF18-IB 8RF22-1B 8RF26-1B BRF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 -- ---i756 3699 5206 1 6639 8060 9479 10893 5-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (1- 9311(19) V-10" (70") PRECAST Olu 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6R_ln 8060 (39) 7402 (19 8706 (19 6--B" (80") PRECAST 797 901 1825 3120 5048 , 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19 10893 (48) 9'-8" (11611) PRECAST 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891(47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF �7EN :G:T:H�� BUB BF8 REINF, cmu* T-10" (34") PRECAST 1293 1642 2135 T-6-- (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 T-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13-4- (160") PRECAST 217 324 109 14�4' (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. 91 331 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4~r-406" SAFE LOAD PLF LE:N Rll� !!!! 1,1 TYPE BRU6 8RF6 REINF. cmu* 4'-4" (52") PRECAST 758 757 1365 4'-6" �54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6- (90") PRECAST 509 674 393 PRECAST 370 490 -< 1.0 SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS POWER STEEL LINTEL 15 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 c 4� 0 0 0 [8F'16�-61BIOT 8F16-1B/1T 8RF14-1B/0T 8F8-1B (D �D 0 (�� I SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-IT 8F28-IT 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAS. 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-15" (42") PRECAS 1 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 1 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4-4- (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 1 2949 3607 4265 14924 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 2102 (1 2571(10) 3039 (10) � 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 1471(15 181XI5 2152 (16 2494 (15 591 851 1326 1705 2084 2463 2842 10--6" (126") PRECAST 530 552 914(15 1185(15 L!�� 2007 (15 530 686 1183 1526 _�� 1865 2204 2544 11--4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (15 1510 (15 1749 (15' 494 599 1028 1422 1738 2053 1 2369 1 --0" (144") PRECAST 470 (9) 441 723 (14 936 (1 1151(15 1366 (15 1582 (15� 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15 373 606 (14 783 (1 962 (14 1141(14 1321 (14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (154 346 559 (14) 723 (14' 887 (14) 1052 (14: 1218 (14 410 420 709 1050 1434 (8) 1694 (8� 1954 M 14'-8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 (14 1129 (1 246 390 655 968 1324 (8) 1625 (1 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13 767 (13 909 (13 1052 (13 230 364 609 897 1224 (8) 1562 (14 1801 (14 17-4" (208") PRESTRESSED 187 255 404 (12 520 (12 637 (12� 754 (12 872 (12", 192 303 500 732 993 (8)1 1268 (14 1470 (1 19'-4" (232") PRESTRESSED 162 222 347 (L) 446 (1 546 (12) 646 (12 746 (12 166 261 424 616 831(8) 1057 (1 1225 (1 21'-4" (256") PRESTRESSED 142 198 3D6 (I ) 393 (1 40 (1 567 (1 654 (1 142 230 369 531 713 (7) 903 (.13 IM (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (1 461 (10) 545 1 629 1 137 221 1 354 508 1 (7) 861 ��491 13' 24'-0" (288") PRESTRESSED 1 124 175 1 267 (10)1 341 (10)� 416 (10) 10 M13997 566 10 1 124 200 1 316 � 450 1 600 (7) 5 756 (12 8 5 875 (13, (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <^W-40"m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T BRF18-2T 8RF22-2T 8RF26-2T BRF30-2T 4'-4" (52") PRECAS 1 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAS, 867 1675 2S25 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 T-8" (68") PRECAST 675 1301 1 1960 2618 j 3277 3935 14594 675 1301 1960 2618 3277 3935 4594 1 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7--6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 3257 506 967 1462 1952 2442 _?21n 2931 1 3421 9'-8" (116") PRECAST 395 491 931(12) 1301(15 1640 E51 1980 (151 2322 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 <1 8" RECAST LINTEL W/ #5 HOR CONT BAR & (2) COURSES OF K.O. BLOCKS 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D A 1-1/2" CLEAR L\ C.M.U. It Lu Z LU Lu U - ��- r- 4 ,- #5 REBAR AT 0 uwj R V) z < BOTTOM MIN. (1) 0 < X REQ'D ce LL q 2 N ce %JR z Lu un 16 GAUGE POWERS t; Ln CY It STEEL BOXED r, �Q R LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. # 5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR < C.M.U. 0 uj w z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL' (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL. QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CG UNIT'1871- 1ST FLOOR PLAN, 1/411 = 1 1-011 (F C3G V Reyiell �5 n .4 compketed t LO C) 00 LO o" w 0 LLJ z V) LO E > 0 0 u >1 V) 4- =) col V) U -0 c, E m 0 0 75 LL < u -0 < V) u Lu 00 E 00 Lu LU (.9 ui Ld 6 LU 0 LU Lu W z w I ff-ozx uj 0 < 2 < < �e 0 W =) - -j 0 3! w 0 LL 0 0 0 < < Z) < C, X -j 0 z 2 0 ::) 0 0u)xH0LLu0-R00-mjcz LLj Ljj Z ul m < z 0 a 00 W 0 z Fn V5 a. > w w LLJ �- Z LL. -j a. z �e 0 z 0 I < < 0 Lu w z < �- < V5 - -j -1k 0 CL LU Q LL 0 W 9 �- F- W m z 0 C3 LL < LL C) C) Z Lu 0 t:; D C) z ko C) rn tM N n- Ln -j V) u- V" z < uj Ln 13� (yj CL T--1 < z < 00 z uj Lu -j C) C) N ce) cy) 0 04 0 04 0 04 T" cy) T- lot T- c� 0 c� c:) c� C�l 0 o6 0 6 0 (0 ,r- 00 v-- oo v- C) 04 C) 04 c) 04 04 c) N c) C14 0 N c) N 0 04 C) 04 c) N C) I C14 I 0 I I ob C:) c� I C) (.0 N C) 0) 0 C6 0 c� IN Lo .0 4) > 1 1 C-4, 1 m 0 I V I 0 LO 0 1 (01 0 r-- Ulm) 47 cr CO w Z Z Z9 L Lj 0 w U) w 5; 0 < < CY) F- �- 01xw2 0 0- ELM< z Z W W < F- W m 0 M z 0 W z < >- LLJ 0 Z W Z Z LL (.0 LLI m 00 0 -W < -3 2 z a- w >- cn N < z T-4 U) z T<Z 0 z F- 0 u 0 0 co S z z z -j uj P.. cn N 0 LAST PLOT DATE >0 Ma�10423 z4-a 0 STRUCTURAL DETAILS -j I A, B (L) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)*5L (])#5U (1) #5L (1) #5U (0)#5L (I)#5U fl)#5L (2105U DETAIL'A' DETAIL'B' DETAIL'C' (1)#51. ())*5U DETAIL'D' DETAIL'B'&'C' 2'- 19' 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 1 9462 9462 10000 10000 3'-6' 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-U' 7-19" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4141 3141' PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'- 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-6' 6-2" PRECAST (2) D4,5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 81-011 -6-9' PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7-7' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11-4- 101-01, PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-U' 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6' 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 1 570 391 570 I 3'---W' 12-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-9' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'-4!' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-U' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-U' 22'-8" 1 PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DEAIL "All DETAIL "B" ��.j L DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LLINTEL/ QUANTITY OF #5 BAR AT S-SOLO NTEL LOWER LINTEL CAVITY [8x16-P-1L/1Uj NOMINALWIDTH] L .1.1AITRY .115 BAR AT NOMINAL HEIGHT " 'R LINTEL CAVITY I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (1) #5U (0)#5L (1)#5U (1)#5L (1)#5U (Ij*5L (2)*5U DETAIL'H' DETAIL'J' DETAIL'H'&'J' DETAILK 2'- 10" 11-61, 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 9550 10000 10000 10000 4'-6!' 3141 PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-&' 3-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5'- 10" 1 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-6" 51�2'1 PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6'-2"_ PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 )01-61 7-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11'-4!' 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-U' 10'-9' PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6' 1 V-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 1 981 1354 13'-4!' 17-9' PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-U' 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-9' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 174" 16-0'. PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-01. 1 PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) No. 5 22'-0" 20'-8. PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 -F(2, 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DEAIL "H" DETAIL "I" DETAIL "K" TYPE DESIGNATION P :PLAIN LINTEL/ QUANTITY OF 45 BAR AT S SOLID LINTEL LOWER INTEL CA111 [8xl 6-P-1 L/I U] NOMINAL WIDTHJ j L GIAITI OF .1 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 (1) U IT I L SOLID #5 (2) U (1) L DETAIL'DE' DETAILDF' DETAIL'DE'&'DF' DETAILDG' 31-81, 24" 7-0" PRECAST (2) 04.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-U' 7-13" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 "01 4'-2' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 34"' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-9' 4'-4" 4'-0" PRECAST (2) 04.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-ff' 64" 6-0" PRECAST (2� D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'4� L 8'.4" &.0" I PRECAST (2) 04.5 WIRE I (2) No. 4 1000 1 00C 686 903 - TYPE DESIGNATION P: PLAIN LLINT�ELL/ QUANTITY OF *5 BAR AT S SOI I) INT LOWER UNTELCAVITY [8x16-P-1L/1U] NOMINAL WIDTH j j LGVA NT;TY OF 05 BAR AT NOMINAL HEIGHT UPPER LINTEL CAViTY DETAIL "DE" DETAIL "DF" DETAIL "DG"_ REINFORCING SCHEDULE 8, LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (1)#5L (1)#5U (0)#5L (1)05U (1) #5L (2) #51.1 (1)#5L (1)#5U DETAIL'E' DETAIL'I'T DETAIL'E'&'F' DETAIL'G' 7-10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-Z' tRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) NO-3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE (2) NO-3 3428 3727 4091 4091 5'- 10" 1 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE_ (2) No.4 1992 1992 1 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 81-01, 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1776 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 1186 1186 1014 1251 1 V-4" 101-01, PRECAST (2) No. 3 (2) No-5 1074 1074 854 1121 17-0" 101-81, PRECAST (2) No. 3 (2) No-5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 (2) NO.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 (2) No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 154" 14'.0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 174' 181-01, PRESTRESSED (2) No, 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 1 (2) No. 5 22'-0" 20'-9' 1 PRESTRESSED (2) No.3 (2) 7/16 strand + 488 1 488 260 493 1 (2) No. 5 1 (2) 7/16 strand + 24'-0" 22'-8" 1 PRESTRESSED 1 (2) No. 3 (2) No. 5 399 1 399 217 1 412 f - Im �: - �'-M � '� !. " DETAIL "E" DETAIL 'IF" DI TYPE DESIGNATION P PLAIN INTEL/ QUANTITY OF 05 BAR AT 5 :SOLID LINTEL F [LOWER LINTEL CA1- [8xl 6-P-1 L/I U] j ] L NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF 11 BAR UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'U DETAIL'M' (1)#5L (])#5U DETAIL'N' DETAIL'L'&'M' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 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 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'-4" 6-011 PRECAST (2) D4.5 WIRE 12) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 1 V-4" 10.-011 PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" R6" 10'-8" PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 12'- 11 PRECAST [2) No. 3 (2) No. 5 1775 1775 1279 177 I . ' 13-4 17-0" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-4!' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 154" 14'-01. PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-D" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 24'-0" 1 22'-8" PRESTRESSED 1 (2) No. 3 1 1 (2) No. 5 740 740 393 772 DETAIL 1" DETAIL I'M" DETAIL 'IN" TYPE DESIGNATION 1-11AIN'IINT�ILL/ -� .1 #5 BAR AT S -SOLD IN [OIANT" LOWER LINTEL CAVITY [8x16-P-1L/1U] J L NOMINAL WIDTHJ NOMINAL HEIG HT UAITIY OF .1 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID *'5"(), )',"T � ILL SOLID #5 (2) U (1) L DETAIL'DH' OETAILD1 DETAIL 'DH' &DJ' DETAIL DK' 3-8" 2'.4" 2'-D" 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'-2'' 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1 3647 9133 7835 8173 4'-8" 3'-4" 3'-0' 1 PRECAST (2) D4.5 WIRE f2) No. 3 2990 7025 6382 6382 51-81, 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-15" 54" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7 -8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-81, 64" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 1113 1 1455 -'i" Ir 4i DETAIL "DH" DETAIL "DY' DETAIL"DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTH] j L .1'A'NT1 OF #1 BAR NOMINAL �EICIIT UP R LINTEL CAVITY GENERAL NOTES: 1.),CODES .1 FLORIDA BUILDING CODE TITH 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. 270S 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 - 3000ps! 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 ks! 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6-3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: I (PLACED INtuF[EuLD (SEE SCHEDULL) D) 2" 2" (1) #5 CONTINUOUS REQ'D, PER STRUCTURAL PLAN bo 7/32" STIRRUPS AT 4'-0" cc 60 cc pr (TIED OR WELDED) Ln P, Ln BOTTOM BARS v '- SEE SCHEDULE rq 1 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 3000 PSI GROUT (PLACED IN HEI.i7 2" 2" ;o 1 TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS A] 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE 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 RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #51. (1) #5U [1)*5L (1)#5U (0)#5L (1)*SU (1)#5L (2)*5U DETAIL'O' DETAIL'P' (1)#41. (1)#5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 1 OODO 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 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 51-19, 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6141' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 1 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE f2) No. 4 6266 6603 4891 6709 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'4' 101-01, PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-U' 12'-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4T' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-01. 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 1 (2) No. 5 1 1 1 1 1 (2) 7/16 strand + 24'-0" 22'-8" I PRESTRESSED 1 (2) No. 3 1 (2) No. 5 898 1 898 1 481 1 9 1 DETAIL "0" DETML "P" D TYPE DESIGNATION. P -PLAIN LINTEL/ QU NTITY OF #5 BAR AT 5 -SOLID LINTEL F LOWER LINTEL CAVITY [8x16-P-1L/1U] NOM1NALWIDTHj j L D.TrY Or 15 BAR IT NOMINAL HEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) x RE E D R HEADER TOTA L LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 IT I U (1) L SOLID #5 (2) U (1) L DETAIL'DL� DETAILT)W DETAIL'DL'&'DM' DETAILDN' 3'.8" 2'-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4�-O" 2'-8" 74" PRECAST 12) D4.5 WIRE (2) No. 3 6054 10000 8442 1 OODO 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'4' 3'-4" 3'-D" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 1 5613 100001 514. 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-15" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64" 6.0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-61 1 8'-4" 1 8'0" 1 PRECAST 1 (2) D4.5 WIRE 1 (2) No. 4 1 -2 1;j 2158 936 1 2036 1 1 (H) CD CD CD G) UNIT'1871'- 1ST FLOOR PLAN_ 1/811 = 1 11-01111 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE I INTEL TY�E LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (11 U (1) L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'C)C' DETAIL'DD' 3'-6' 2'-4" 2'-Er' PRECAST 12) D4.5 WIRE (2) No- 3 1919 2143 2143 1753 1753 4'-U' 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8' PRECAST 1 (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54" 5'-01' PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 1 650 654 7-8" 64" 6'-0'* PRECAST (2) D4.5 WIRF (2) No. 4 542 669 669 462 537 1 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 :'�-J I f -Lf Lj DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) 1 (1) L SOLID SOLID #5 (2) U (1) L DETAIL'DO' D[TAILDP DETAIL'DO'&'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-D" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-a' 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'- 10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 1 DOW 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'-U' PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-81, 4�4" 4'�T PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-13" 5'-4" 5'-0'* PRECAST (2) 04.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 6'-4" 6-G' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-61, V-411 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION S - SM110 %,AT LOW [8x16-P-1L/1U1 Nwk Ij L AT P am- .0 WE WAlAl DETAIL "DU' M" DETAIL "DN" DET DETAIL "DP" DETAJL "DQ" TYPE DESIGNATION P - PLO. L-P-] T Lvm' [8x16-P-IL/IU1 vnn-Jj L "Ok OWT mova-""'T I TYPE DESIGNATION P - PLAIN INTEL/ QUINT Y OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVFY [8x16-P-1L/1U] NC,'MINAL WIDTH� L GUANTITY Or 05 LIAR A NOMINAL HHC;H UPPER LINTEL CAVFY I JUL 2 1 2 VV\(, Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 70 by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"XB" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 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 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 l'-4" Precast 132 651 17-10" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15*-4" Prestressed N.R. 369 174' Prestressed N.R. 2.57 19'-4" Prestressed N.R. 164 20'-0" Prestressed N.R. 167 2 V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 21,01, Prestressed N.R� 100 NX = Not Kecornmended 0 00 0 LID U LU �10 le 0 j-1 LU z 4) LO E > 0 R 0 -�o q U M - W M Cq Q 4- V) E 0 2 55 1 W 05 `� W < 0 5 -j 0 a. Z �e 0 Z LL 0 0. -j < 0 < F- < W < W Z 2i LL 0 Lu 0 M z § < < LL < 0 U- C) Z LU 0 > Q L'r) C:) C) z IN tn- Lq LL N z . < LU < In 13� 0- < < 00 z F--� z W C) C) C%j 04 (y) 04 ce) 04 0 04 C:) 04 0 N I V- I CV) V.- I mt V.- (%4 0 N 0 04 CD ve Edition a q 0 6 06 6 (0 T- 00 V- 00 T- CD N C:) N C:) N C14 C=) C%J C:) 04 C:) N 0 N 0 N C:) N 0 N d) CN d) 0 ' 6 - 6 - Ob 0 C� V- A 0 4 CD CD c6 CD d) CD 6 6 c� 0 0 LO (D > CD C-� 0 6 I F0 C) , 1 4 1 C:) Lo 6 CD 1 (61 0 r-i Lr) "t I Cr OC) w Z Z -zo L LI 0 LU C/) LU L) 5; 0 < 0 CL 0 MWS o- T 7 L.0 Z. Z LU P < LU ca 0 Z �- x: Z �- 0 LU Z 3: < >- x < ED 0 2zw 711, Z Z LL (.0 >- LU 2 00; 0:� R z CL �' Uj U) IN < z T-4, z z 0 z 0I q a. I 0 0 S12 z z z UJI -j LU cv) C14 LAST PLOT DATE >c May. 8, 23 STRUCTURAL DETAILS Z '0 . j (L) K r'l-MME-1 I Mounting Brackets (I D Gamje Se,e 411111 Schedule Bolts 10'Pia A32 ITYPJ waghor, / Self-I.,xiiiing Nuts back Cross Support L44Y hip 471 a- tn'.v I Right Bracket ( 6 Gauge) 914 e*41fill1rh) scrtv*5 A AIC Unit Bill Ed,ji: /C U r HurticaneS,trap fTPrrirA- 3 in frorl Front suppoIrt ,() V (Md Y Lj�e!LJ t 'Q W) Left Bracket 16 Gauge; 0 14 Selir-Drilling S(itm%l Thru Elrdickets 8 Back Cross Sc poor t Into A/C Unst Bottom qrli, � TypiA. 3 11 side for hwiril: inc Spimak Pil no,imsil - p,-d.,i .�thrAil Huw-., u. RAjAsl RA" Sel Ckwwing avAill Opsess ratilsoll fair Agnim All Florids Departirrient of Busarsess; & Professional Regulation FAR. I If I Bulki C*des and Star ridards 17/111 Ploduct Approilaill Applicallon Dielall 7 Royal PAP 2m Dag "Agiatra BKP IIOSI 0"'Oss"S 2111:111110 YddOCk Y11011111 &am= tKAaproya Appragivis *[on Alig-la, 2111 Sinadven, PWudw Im I ` #A~'..I.. Henri N-.PE Lixi Swill P E 12M lirim i2riOnM 12026,2020 �-d CaWg":'Xfwwol Cornill (87?) 41, 8 3H PC ;V716 (3m) 3W I 60D VACAsegary; Prxvos kftftobdft a R.Al at intie"Ti,rom case P- T-h-ilaill C.Ariplimincle, Udb.L Peril H. A, Flaaft ReelskrodArgprle�l a 0 UMAN4 Ral FLAS12bMPkv&kdff Pftte"WW Engel gOdMLAN931M ARKOsaig-W AoKgnguLm kxm 21dw Fraill Da,,�n C- ClId3MILM 6,mlml 9MNOL= Kaki� 50-dVentiAl 64940, In t),IAFAA.1AQrIl 11.100-VWO Iw3wairl I Y- WA .100ki S.-rivent mwp.:Slsoll t CAA.IF-di ll�ondilitd Vo~-V.N Y. Y., MIA .01511(Z arre~ Mal # W, 5ZA0 Volated Fl-,W VW Y "P, 140A .1,x" "A A arnmameend LAI 81'AO-n2ri "'Al "l-I Vent Yes I., MA . 10- 1 5 S"Al Model III r1l Q;-Q. Dow liked Wnr J13112023 rise �Ar hill 1". 6 ""Vent Moo! V15410570 Alwill Well inaget" Placid Voni 12;31120211 Yell WA - 100 7 mode 01540974 tA �&Ipd Garelp Door � xId Verni 1213160,13 Y" "'A Flo r1dis Dell naterit of Busine" & Professional Repletion �Iee I At I Hulding Codes and Stani, in4f= Product Approval Applicat" DOW Calls is go ft*ftvAw as &2o= =L VAdaNd IN xamm ago= ru(-Am,� AHMUM III Ri 2020 Drel Mel III JWM shurlaft ""t L,000 P101;I"r, L D&Mi owl (11112wilil I on VIV70 Oveg". Nwin it JWZ303-1611 PII (3141 �00 WO SioCa,itill Me W Roating rshuringle(Jar"t,eAcarn COMBO" sal FwAval R-W frilinn a FICA* lggeivef.d Architect or 2 L�� PAl p,aft.Il-. Engl LULTAM9121111111511 OudkvA wall AppronvIll for Use ACKMO(,hL.V" km= 21211211 Pro" I no.." Number or mmm Pral Jilofisidgm Ginliful-1921tvim All il Q1.11" "llm flauti premi Dn- I 1PIPI Rflng Syrifters, ON, I PPOINS, Gil ISM 1,MC 175& OMC 2006 NIA H1,160 Flo ids Dil ittriel of Business, a firii.fewionaii Regulation Peris, 3 04 801ci Codes ord Stands rift Product Approval Application Detall 1 Ri�;!Nf PIP &sky Dibi4odhr2 Wk%J- All-fecianer Sis"ell FOC A-grigs Anarril rh�.IMCWPwaam :'(Vvir db$D� F SO rl P E Pylin J Mil P E CAAMOV: edginat D IM,843.r`826 0E.,43401) (613,181 &ZCU"W. ft"Pillho Ul"im ILXO Asusitlies 'aIp�rswaow"Mt, Celestial M%004: F,,mlvil Repart liarn a are Flial ROO�� Artrill or a LkMftd Pal FtA2019940 Rrighwift Pro(mianal E-gi hadart me" hiskKALMOI gaguANWARLt ftodwt bill-kilia, Qarfta��Llol Agessigisid I- irr KAU JAPA, A--] f,, U- Outgri HYLEIZ LIMA 2ow Badda Prigroweir III Tht��TmF�betCbsoMed3m=WSIar NWO*l CUM 6 glaid lrnaacl&q�Y OpIl No ring, Y" WA cagnpoll edge Flailingles, r-0. 115- x 1 2 b 1--A-T.F4h-C1sss...dS-ftN., 14-w"0'AAAAAP&,IPrl CIIew. Y. Y- 1I 4OA,nII Edge I'llserferis 5.9k Door -eh X0 0.x"0x0 conla-5arm 3 Thermal Fibu-0mic All Onri 'A.r 1�pjlii P40 W" Yes WA uo;np *.Ko 64p Fill"", Uoijbis DiPar wart ar .1l sidom qInsigingrairl xx or 0XIM ,W1194rial 4 d. FOIN-13,111C AM III W., N-1. aamn5o IZI31"i No yes IV. Cannal 0 fildes Fibergs" aitele DM tinsidinsio-A-ga -1-Ifill-baso 5 7b- Tm F;�-Crs,sel a�..64§., "MI "IM 0 "InAme-Agiel, OP-,*- 12MI.?1IN. No I As WA Cansel Edge Flirwomel Sing0r, 0ooi 11, Xr, 1,Y . OXO 4 1 Th"irs-Tru Fbqr4A**Sng Spial Stv N-,IW 88,01111 SaNdkPill.&-k opil I Z1.1`1120N I Yoe WA Carni Edge FbwOmw DmA4. Door �rtlh ar -11hoot D�tgs an".9w-nil 4Y . oxxo corf�pnv,anl I g. Theirris,Tra FRW-CM.0 oval '-000-5131 M-As G&ON2 ".11'rAPACIII Gleselial 12131"217211 No Y" IUA Carpool Iiii F-jig" fill Dow (InverwrePOLIAil N a III. Theirl ll,b-o- Ara! S-11A.31m, N�nei SANWA "�,vwdo4�ot C"I" 130112021 Pa. Y. I-, WA Corripligiris Ii 1`15griss" Slimil Dalir eigh %Mb(&) X0. oxer OX0 algiremisres, I TPAgrivil F*w-Claiwl And Snract"ar N"PAS "All III sn"arrill Gi 1:213111 Pill Ys$ Y" PAPA Canal Ar Ms. 010-911 D.IbMD- ft . writhilmAl I Theirrowl PKPW-G.� el w4dir,511, Hamm "I Gis.ed 12-3117" 1 Y" YA, wok carripagifte Cap F,b,,g*n Sliqlaill rial tnsemeeouftw,� X I arriguragow 11 1 Thenift 7n, M�. Orl Aria arrAsI&SO; Plarnligs All 0 &�Wct.ftMcLAqj4 Gli NO Yes, Y" NKA Carnsol Car Fibffg%= 81trise DaA gor, aomfti) 111 ... 4)oLtswrv, Xcr Wv a hill -ro,sl 12 1 rItn, TIv Flb-Cliel And 5nnovill V., NQFI GJAI 12r, I �J U-4 W Yge WA can~. Eme. ribeirems. 0-mooer evil . .-thal , (1M"n,;,C,.t-nQxxOol "INGPirl FIW CIA- Aid libnodh4ler Plarml --so$ a 12rJlnOZ6 141 Y. 111. hiloill 00" Til pail" U" Flbvgb. ll Chal ill-In"tArming: X-Iol 14 N. ,,& 44039.0 UP61:01nnol 44, M. ;I..d 1213IT11M Plo Y- Y.. X� Nk.Ad op.. ce".Ill ED@. Fliervissis illingle Door will Clel hill Op- 5001ligiv) Is a 14,,rins, Try Fibw-Cbgsie AM &-b cut (Invelingickl X0, ox , , -0XID-111ii.w.- .-Inal G&NNS&,Wd ini 011 No Y" Y" WA W1JAd Carl C-10; E111, lillArrel Dalible, Door rflln arvifthil CA-d Moldd DPW 91dell xxorOXXClearmlourl Is p, -tt- I'lIq s�..m 34., Namenal 64010 6 &War.& &Qar �r.4N# iW31/"26 Y. �r, WA Can"I t Ir 4. F41hords" 1i 1�- In momet ` Iren �diftf.) 11z"Ill -a X0 Qx 17 % Ttir� Tm F.Deir-Chesic and Siml o, No Yt. 1re WA Cal Emo FibrPissig D�r� r;,,or �M at .l C4)..d madw CIO. �IIIAAI ("-IOMO.wm.xx ar OX-10 110,111,04,81rcas) FlorWis cepartment of Busil & Professional Regulation Building Codl aild Standards Product Approval Applicatice Di fial dl V 1:�:, [All W go 191 hmm an na iNk" FIRC AAxNnP2A AUMM a" R-- 2020 POT Indn"i Jars k kfiw..LM(M 1PCC0- Cl Miarb-Da-- 9CM VAL 111fliV20110 I01W2010 J Apff� cisgi englow ol 441) 4" 0100 315-2!40 Ow A.. As it* ar L pang wn 5AWa&t9wa OL'alivAnw� A20EMSd fillit LOW Amil Par Illew kLm awm lk~ or go" L"glot - I im mosi*bLlq =oalL 700(Lm. Alkide ".0 IIAI adnl cv- r- 04114/2CII Y- Y. WA --------------- March PRODUCT APPR) OVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.E,42 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below :f they will be utilized on the construction project for which you are applying for a Category/Subcategory Ma nufacturer Product Description Approval Number(s) Test Pressures Exp. Dat 1. EXTERIOR DOORS IThemr, 112/31/220,26 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0,1-67.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/311/2.1026 Thear, aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDiNG MI W nclows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/-40.0 psf 12/311202-4- PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/201216 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/311202,3, Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FI-8248, 10 +30.0/-33.5 psf 12/31/2023 Wayre-Dalton Series 8000,18100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 PSTf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727.747,and 847 Single & Pairs of Doors Fill 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI W nclows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT S-9ries 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 101-2-0 FL11206 +35.0/-35�O psf 6/17/20,27 Pella Corporation Pella 10 Series FL16603 +60.01-60,0 psf 6/221201213 B. HORIZONTAL SLIDER MI W nclows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/20 ^r�.3 PGT Series 5520 FI-243.5 N/A 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7115/2021-4 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5 / 2 5/ 2 0%3! "1 D. MULLION MI W nclows and Doors Series 5764 FI-15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHE R 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31 142� 42 3 B, SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544R5 +54.2/-54.2 psf 7/30/202-3 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025_ B. UNDERLAYMENTS Tamll (lbr Shingle Roof) 151b Felt Undedayment FL12328 NP`A 6/29/20*2�3 Plyglass USA, Inc. (fbr Tile Roof) POLYS11CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thom,oson Arch Metal Comp. Off Rdge Vents FL16918,1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV 10 F L21580.3 N/A 12/3112024 Lomaico, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1 0)"21-l'.5 2 E. ROOFINGTILES Boral Tile 'Wla 900 FL7849.27 - FL7849.28 N/A 12 / 3 1120'," 5 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31 / 202 5 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 15OSS, DMIC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2"025 5. SHUTTERS A. STORM PANELS Global Protection Products Galivanized Steel Stonn Panels FL15076,1 - FL15076.2 NIA 12131/2023 All Ariedcan Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N�IA 12/31/20,12'3 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural %'--'.onn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2:"4- MiT6 Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/202.4' C . ENGINEERED LUMBER Weyerhaeuser Rim Board, LVIL, PSL. LSL FL6527,1 - FL6527.5 N,,A 10/31/2�_,_;- D. MATERIAL Cast-,-�.rete Corp. High Strength Concrete Lintels, NOA 20-0630.15 N�IA 911112023 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the follo\Mng information must :-Ie a\tailable to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE F97iV14 . 1i W3 Iepi�!�mt I, r � � f M, , [ le �;, & Profl vi I '%,., �,i� m) -Iull' !, , L,,JIl and Slytieil,,i i , PlorlIA'A Approval Applicatwo Derail I WAY (Pr Ry- J I ir I CII rll��IlKx,;ir MW*d �l 7� Fer I �tjrl P,3prol N 3 2, 0 0 Ll ��Ag;*I AAII�-MA Till-ur- " 1 """1020 '. Qi 1=r0Y5-11rQ' ,�, .0jaLa a, %3- CWlr,,,,rW JL'� rn 001I 'IV, ReNletart fir-, -4r," 1- Y" I�l X �A OX 7, 74- valrr`,�� Y- . .L1&q,KT I N.,1,40 ;17 1 Y- Y- X,. 90 A. Z 1-! 0. 1� - � I I. :-rl Y- 5-p" I 0: Jortm-'q, X Y "Q -ra-1r. "4-s L>xblk, I 33-Ir I JP�J� 4122 &I", N- 1,.,l �h"',r"Xt C, ,XXJ r -,:r a T Y" 4A P'12- ,rl Cal -,W�A (%.ri- JA OX 7 J --Ilh Star 11 I,J,:, ',iA Y t Duribk 0-, SI,1Q, f '039 CYZ rig, I F,- 41 EN, r �rx UN 0 1, TI f"I 6" W, A, N�A I I Kis De Im, I m r, 1 - I I ", I �.cv� 5 & P roftl " r'. 1 11 J L, "TI 9, idii, C,-xV n, a r4 S to rr&n r&.. Pwdi I( I A pfjri .-I Application Cleliti IPI la� th r p4p r4, CAI pollit 0i CD 0 Q) .0 LL- C) 2 CU < �O 1 'r �� I V�02 I g,�, liv -14 1904" YA I,,,, Poll �r rc "q Jr. C14 All III WN 01101 0 4- 1"Amrit �FRJF! -In 11 141, ?'", I I ��UVU C 11 x I A "t I IWA REM, '21.0 -10 r4�A NA FloridA N'P.l 1141r.ritl Of BLMIPIIOS� 8, PF ReqU10011 A Product IlIpplicatlicin Detail fti Review Assist, Inc . 4-- '0", Y -inij A 41 1 N-1i plans Review coM Edition nice -with th tot OVA 1-30� I,,- A-1 I ",ne, A.- I �qA4! 821 �2,3r, �1' 2 3 --lirlda Dvlm- Pit n: 1 Pww-,-�ss 9 r5rofrr�, e na �- xilut on �4 Frr�Aw:L Approval Ar�llll Detail r;,� �'�l "AY, in r-, ixC-xq: ei F-Li9jel".4i 1 Vj!lu 14, '-%, P, 7 -41'- "r I ,-P� �11;, NMI* 1- Nk-ty, a, N- AJAJAQWJJ41ri ll AllaiYet IiN Q�,:, ll� 1""; Qmh$ `V,11. Y., N'.Pl 'If �', �0 (�!-, & L'W'filt f codoi, llr,,dit, I Apilm"al DI LAI :, 1- � 1-IN Pill A b-, A,Z, - E-o -i'l, Al 1 1 ��O N� U� C f1vilil YhZ LJO Z Z W MJ -11AAAAAJ M > 0- > 0- 0 0- too*% ION.A. =3 -0 0- 0- U) M < .0 CL LIJ < -J a- SI-EET NO. PA 1.0. - Was"dW&NwrAimul� - ____ .--- ,---- �-.---�.-,.---..-..�--�-..--"-.-.--�.---.--�,--� -- ----- --.-...--------�----------------.-----.-�-..�-,--,-.--------.--...------- a (D (3) � = Florida Departrilent of Business & Professional Regulation Pace 0 01 9 Flonds Department of Rusiness. & Professional Ro9whation Pop I oil Flo(klo Dapairtmont of Busionsiss & Profewerial Regulation I r�. .. 11 I ! , 9orkiii Dorcirtmerr of Businos,s & Proffmsional Ringulation P,.!- - 1 (n -�� (1) -6-0 .7Ci > 0 Building Codes and Standarnalis 11252022 SU16 ,g Codes and Staindaft IV2021 . Building Codes and Standards . I � � Elifiding Codes and &Ofodards . I 111� = -I (D 4__# 2 Prioducl Approval Application Detail Product �',piotoval Application Dilivill Product Approval Application Detail � Pooduct Apriioval ApirificAlion Detail S_ 7U 0— = "'"'��i�i,ii,ii�iii,i�i:�ll�l�ill��,�:l��l�� .... 1_.__._.._ ! (1) 0 1._F_ 11 I -� il.oi�� Y1 1 ,�: ll!,� � I � � 1 1 1 �i�ilill,�;ili�l�iii�,,Ill��,T��l�l��ll,��,�,��!��ll�!��li'i!�-,'I��,,�,�l��l�!�ll��l�l��l�,�l,��,,!,�, ,,, , , ,� allli_ 111111-1 1: M: I 1: I ::: ��: � 1 � , I ', I ,I !P�"!�:NL �:�-,�,: 1 1 . � Ip I"'WOR14 0 0 I-- <D - 1 Enslaver clalluku . — �. - � . .- - - � , . I -_ �- mi�_ �, 1. I I . : x': i I 1 � I : ��:; ll:! I 0: � :: 11 ��404*0,:;:::I��::i:�l,'i:�i:!!�l:::!I��ll: :1 I ,::!11�lii:1 ,,� :,I " �:: :1 � : . - (Z -0 a- 2M 20 20 2dLERC909 20 Data Flimpfing �1�h In'tay 9F Dift DRIP Pat ftudillig P" = . I1122 yetelon menuffictufair atom VWIdMtod Ow Wig" &Us" PW Assonavoll Aparginnall MAN2 U& mm y4roun varagifWA GoV t a Cated aw-gars V*Mgod OW am ;Wj go v2ddow aL6ffmttd F&C Alumina Ationtrad man 19ft zm vorsoin mamdae� Inlity-gr. UP gets pottPindine WAMIQW LWAAMLgxt 111" AmarpAm W�aun VQIF 111W IAA,W� ,,,,,, AU subeemw h.-YA W,Iu, !Ar..� . - -4--W Q) RaNai XM, T1__7,.Co,P"b., Sh.a �Ioepamaan Lirnda!�t!ngt o di PE Rrh J Kivifl P F 10,07rlWl 02016=21 IQM&Q= 12i'l6r2M Appraived qGT in.judilk. 1-de � .., I 2 1 � 1, � - FL,.�,AQ31Iq1 AOC� Ax�0-11 q— U Ljh� I-9 I � 12 217= 1 1 ��212,��,O , � . .. �, '-d 0) 0 a (n :L-- Callogent "rior Door* I (80M U&?M PE-43" (a 1 3) 76, �t3s% AA"WWM 2102Q Wirdo" J-. R.-* ",, . &_"1_0 - CFF? k4a,,4-0.6. BCCO - V.kL 4%-( I1YQ li5 '�W 1 Imalo I i ,"IN I IA IIN20 Alxa�`od rw~ nu Ul 006 .* 44,1 1 WA � cxvxyl &v0%lrnI *t"A M. With, PE A.-attion, 317.8454 �ovamza I wwwom 100"i .1 . TI , 1.11�11 ,'14, C I , I �:� 31', �310,1 ?A.lqL.0,p, A-, .1.,,,, ," �?j I � r -341�4 I Sub0shilithI Sitinginis Edonor Door Aaseentilies vjaalperaonethemrrstru�oo C;41.9W (941) ,7Ai� Qvrt*.� � 717) 366-3300 M ... lact.hers 0717) � 3-rk.,giry. , 'd I 1`t4 viv[�,Q��d ., C*mPliamNeMod: Ei,sivomenlishoortfrom a m dubC,fftgcly� ,%no, Hills Comationce, Nothadi CodU�dw Mark LWmg iroomid6ogwwu$"Kc PIP sobosi+gPervir. Hoduy"131dor Complain" kUdiott- C*Vfoitar Mark Lkano halithilongm1wd— : Cmrqpi� Wolh.d (�.tkm- 4.� , Ue.p (1) -0 0 -Cli Fbaha Relissioned Althaver: or a Ucensed Florkis Proftmaimnal Grigineor a or � C) - _0 Fumam � tllli�l = —0 = , (1) FLMW"44t7 Products Ck'aft At,— A-I,d for We A-yWatkhal khouad colaw glial,py Assurawl &RPdmsAj%�Vjdt Arprovand lor maw ! QMW i QQ.J,L, &J.%aax� 6uu.",%U,t_W Aux -A r, Use knoet, B-A., 0 0- = -2 �;: AMO&AUWXM UMMMUKJM A "Ims !1 P I*" 21M a" PMGLKIRmilmm calgradExwr.iimcwt outside Hyttl R#duaN esdistro ftA Phobias WAIIA N=bU . M� tL%%KLAULOW cleared maklow am, inji)ffiz outside HM Amiga Prl%-A�ry � 4.049 f�.,�A�KkI.�,-qA�.tkwi;)�21L,�-M,,II r-du ,;N�,XIAI,!, I1I,,�JniQaAl.,;uQ,0F C, I, `,�,.[Z P.Witist au bAWmA ftasirs t__ 0 U_ S-S Product MoM. Number or Name Product ovocrip"gi Contract Expiration Data lm NvMZ outwde HVHZ I I Residebors 2 aWSW, Larl. Iftsk ImpscI V%.VI 2,0. I-0 VA,&- OW1012025 Y" Yet Va PIVA I His too Fil. .0 run" Procne '�tf� 1-41W C"., 02AWMA No Y. NO -1�r �� II I :1 I I 11 1"I'll , , , , , � � "I''r, r. , I - li".1 `: I � 1, �4f Y�F W, Wv4c C . - M — ICU I a. 7hennstTru FiWrAsoisio and Snoom-&w Nornoal 6W .*. 8 fiqW Non-1 InVolopi6ponot opaque 12MIIN22 Composite Edge FibertilmosSingle Dow No Yes No WA � _#_j , a (10 (f) 0 > 2 b. ThermaTru Rber-Cleask. and Smomth-Stair OnmyAnDtOuhivimina: Xconfieurebon) Nominal S&MOIliquotNon-IrridamplupitiM opaque 1213V201 No Y" I'll NIA � i 7:3 E 0 . C,umpoods rc,*o Fillarill" Single Doorvilith i a) (3) S__ Sidolloo(s) OnvainglOutinning, XO, OX to OXO I (n &- a CL amno'g.'"h-) i . . 3 0 Thorme.Teu Folde.Clewo and StRoatit.faa r NOMI M I 690139; 8 flquipl; Non -I mVedLquat 0imique IVAIXTJ No yas No NIA � , = (V +- -+- Floortim" c4ornpips" Edge Dia" Doarvish or I i I.-= W < wtAcut ScIoli too � I nemnigiou Ism Pit � XX or C= rionfourseons) i I -0 . 4 d Triofmia.'T(uF�bw.CloswondSmooh,Stw NomioaI73#X04qW.Non�rrvaaquot ODsq,,o 12r3lW12 No Yes No NIA COmpoeft Edge Fibers loon Single Dr.0 __ ._ ----- ---- .-L.- . -------.---. _._______._.___ --..---------.--------.----.---- ----------..----.— --------.----- - 5 a Thormw7ru Filear-Cusaw and ftooll -ftv (Inlyanigrou"Wrig: Xconngurattin) NOPPOUrl 760W. 0 AqUOT Nor, I InnioNCliti rJo4qU* 12t3112022 No yo. No NIA, I 1 Oompoaft Edge Fftigiam Single Dow Fitch � 70 8doilloo(W 0swrl;*uiawna XO. OX or OXO coriftwireborls) � is I Thernma-Tyu FMW-C*Mt " snvmm-Rtw Nomhoo Us-A.0 &joot,No�lnh Uot: opeclud 121311= Ilk, Yes NO 1JFA Florida Departimisrit of Business & Professional Regulation P.O. i 0 I Florlde Daphistrilient of Buslinmes 6 Professional Regulation I . � i ! Floncia 0epaiii1snond of Business & Profossional RoaLiiatior r �, I a I � Campbells, Edge Pllporliilm Single Door Buila V Cod" and Standards 1,%;,,�, Building CAxiss and Staindards. I i %dihrx; roiion arid Siarm,cN IW2W illmomarignOulaNime X configuration) i 7 % ThatimeTru Filavir-Cloopsip and gi,vnU,-ftw Nw)inW 114019.0 &qvvi.11tion-ImpadUmpt; Opsolue, 12/31)2= No ya. No NfA C�aiiposft Edge F,bwghm Single Door Wth Product Approval AppiCarfort Delall Product Approval Application Detail i Fl�,xlok,( Appi Qval Appli�atv)n Detail soofiw(l� (I na.ftAXaswing; AD, OX or oX0 ____11 ____ .- I __________._____________ ------- � . - �_ _ - i - _ - � � - __ I _Z _� Aoiiii*� __- - � - - - � I I I ! I . I I � � I . .; ,� I I . -1, � I I :, '- � 4 :'' I 1. 1: � I 11 I I 1. ,� 1: � , � ,..::, � i� , ,4 :� 1�1 �1�1 � ], I I � � vion,figurations) s h Thairrv. Tyu Fitw,Cleilie. and �,tromth IkAi Nomnal Milli i6quatlihori-ImpaillIquo f1paque 127314"J22 No Y" No NrA , I 1 I o.asx*i"�l�!��,�l,'�''i��lil��,,�l,� 1 I 11 �: '' � 0111.1,1, i i � FUZ514113 Cat"peaft Edge Rible"M Double 06W .An a, � I I CA& - I I I 1: _ � lievit.a: - - � � � 2" 211 Od, Pending Rim � ''IM'': I 2ma Age Data pli"Allea 210 i �_!!,A U" ass on, porniAna um 4 vAh"swau(iro*iro�ouummg�xxo,�:,xxo configuradiamn MW ulmwn M&UWIM godo roolunter & U- Volodded Is, Almaggi F11CAmineral A-Aled a" .Quo zm V ... loin libradecem coni.1 fl,al- 9 Lk-,, Validated W VWI".d Suimitti,d MA-ro" A,-vfl i 21alls. i i 1", yt , "r, lflir"!� 1:40.1 __ . . VaIlds"d yalidygj SUbIlikull FDCA=mv* Apoinnood acu 9 L Thermo.7 ru Fiber-Cimpoto ard Snyxill-Star Nominal 69039A &quot Non-Impx%&qw( Glainxi 12AIW12 W yr. NO WA Aft"" 202h) PGT PIAHAMAPS John Roww* Wil iDagW9CC0-CSR MI*114.0360 8=0 -VAL WXM20 110%M20 11mimex Armir"d Q _Iox N11 Wit"loiI., 'I 0 Limi" Along sithripor LN4 R Lanot. PE 62". 14 LW1401 FE IOODGD020 I 000612021) I4AW= 121MI �1� - �d : I� I- ,�, I . .- I . - J.- I,-- W._A�o, Wl� 0 CFR ?A- U.mF WC0 - 'A' I 1XISP4213 I 1 XK"i.io "2"-". 1, , 11. .1 come" Edioe Fittinals" Single Door CAI wi,�ioF�. (041)""1011 08b) 315-25M ow.q.y, W."ll,". i?17� lw3300 PSISMI 4 (717) 3174464 i �,�,, � � -_ �,p I .. Ilnr ('Of, � IC, j I � '�Wi ' W-140VIV0,41101 x Doligurgao") subcouemr. ; ... ,immv0*pgMnd,sft,6c S'abc.k.gaiv. V.*,- twingeremivid.00m, I sLAbCA.Q.ry-. .,I,m� .111.14;�, 11-.111 I . � 10 ). Tharnna.Tru Fiber.Clasair And Srnooih�gai Norrrul MAOINI 6quatNo�Impadlquot. GIAZW 1124100r Composite, Edge Fibarglooss Single Door v,Kn Kb Yes 140 MIA compoftente malft": celth�"_ Nita. . thoin M cootplianta 1114droo. Lviiwuq� iitpw Timp a rIvido FrogI.Wird *Pt,k"t or a 0--d MotioaI � r-PI—Mobtid! 1711.411,'Ifl.1 Milirl o, ( I"Q � , Sidellis(el (4nevilaIgMuftyAng; YlO OX o, OXO F"41H �"koiwol firgifto. � U0j_AUft9ftQ5 11 k7how, -Tru Fbar-Clanic and Sma0i,Mw Configurations) Norrinal IA09 8 &quotNor,lmpsaodquot� Glazed 12031MM INIJ, lei, No NA 960&A� aggwAtiff.Ma ANLOMMXAU IOWA guim !IYA94AULLRM 6LIM U.&I r. U k-oved fair the bri Ue,aw . Z C",Pm" Edge Fibeinglaw Double Dow Fifth 4ar it" pirmailm U,d,L Humium or Astor Rod" Clearrobw Catered Emoindlori knHvmz OL&Ab HYHZ Amiliff" Pressure � �,�., � i`I,qI:,, V,,QtkttI,lLQV_,.i,_?9p(N Flegal-2111dalla 119"As ppol,lv i, Vothoul Sidelfts (IftenillnWOMPlaning, XX of 0XXQ !I W,4.8"0 il.arge 00"I. k3pwp M* Flood Wndm U&11026 e_ It, Y_ NrA G,dft Assurance hamismulLugh Anatormis [a use torAig 1.,!Qi!�a: : I 0,111.0,,IQD�,,11 ,,�.-"."W.q Ak�mhuff, Illoillomil VVX4211126 'Y� - . I i , oterliguratio"s) 6" EL .A sagis Noigasua,&. ctggfh� ! ft, In HVHZ 2u"%IM Andill" uux,Ls i I., I Theirr-40 ru Vibor,0sa" and Emy.Mh.ttsf Nominal 74MA&PAsitfilwimpoodi Glazed 12131M.n No yes No NIIA 2 5? �1"�� - IZ131/2024 "tn Yet Y., r'"Al i Cvrnpm* Edo Fiberikano single Duo, I oromingloulawals; X vorriligumoon) 13 .. Ttaorme-Tirt, FAm,ZJaxiI and Smolothas, NomiW7&#U,'04qmtN-inv--t&" 01-ed 128V2022 Composive Edge FilooMise. ',Ing I* Door mth SW*4%(S)0ftVA*%r0,4s-ng.X0,oxorQX0 No Y.. No WA I I ; oonligiumaip"g) ________.____ ___�_____ -_ - --.---- --.----- ---.------.- - __ -------------------------------------------- 14 n. Themna,Tni Filleo-Cloaskin and Simoolih-fter Nomhol 114*39;0 Squcth*t,lmpoftqu*, Glazed 124112= No yes No NUA ; Z COMPOSU Edge Fiberglass Single Door I .. onallAriploutsviingr x corrigurabon) 15 a TfientivJru PApion-Chissaic and SivicKith-Aar Nornnal SUM #Auotho&ImAxAA04uPA� Glazed I 11/ 31 IIXIZ�l No yes No MIA ! composids, Edge Fiberglass Single Dow holth i Siddii"'(S) RnVa*QMU*MM XOT OX or QXo Florida Dopor"sorr of Business A Pmfoulcul Regulation PW I art Fiords Departrivaril of Business & Professional Regulation i , I , �,i rlr,6;!dCl DOPWIWorf �f Uu�;,noss & Prolo3aivnal Rog.osrI, F.- I " I 16 p TmaitrivoTlu Ftbw.Cmmt and Smooth-Spor confliquirsdons) bionthal ellim;o4quothont,impactilkik", Giulio 1.1131$1202.1 No Y" No Wit BtsikingCtIclos and Stilrodiandil. 10=1 Bui Iding Codes and .Standards I 11111111� V� I . 4AM��qij Cooe,� k1rA S14rdorcrs .�� ,,, composite Edge, P40"u Double DW FIAn Of 00 $kW*M 0113ahiWOutsoving XX or r=0 confifurations) Product ,%ppr*VSJ Application Detail Product Approval Application DOW ! i Product Approval Application Detail W 17 q. Theirrvo-Tru Fbw.Ckmk- wind Sintiall -Sher Nominal 690".8 &q-otN�ImP&AAsqWo� opsapoe IV31rem, No Yes W NIA — I I I I I ---,-- ______ __________ _ . _.. I , .:;, -IIQ4 T I . L �- , ttsiliglgliit� , I , I �1,11 10111111 ,, � � l 1 , �'I " � , !,, �, Fj�� r , - � I I , Jwll 2 -- - i � . , , I I 1 composite Edge f1borgims. Single Do., 4th Transom 0/X 111.91341`1241211 .1. � " . I � :, �,;:,�-"�,�;" - ,� I :1 ''. : ; MA1401".4c to w Therma-Tru Fiber-Cloomir mail Smoodi (IneantheiOurthloing, configulatc,n) NomhW$&$W:84quct,N�-I.poMkw Opaque 1MI= W yes P40 N?A 1111�11�1111,,l� ,- �4,� ,�:�:'�� , , �: " I 11:!!::',:�� 1, ?,�,, �� N, ,, QWU QT_" C " ,� fdo i,Q 11 I I I ��, I ;1, : I ,� , � . .. 110,f-W "a DIM 0 : ift-ftu" I CA# 1991 I - -1- : I Ir'' I 1, 1 . 1, ,,,, enft or 11 I I I 1 1. - . � 2n RU em P"kC$M 21112 I ! tzk FlArt, ir 2aL, 29, Dart Rao a - 9* Composite Edge F*wllan Sing ill Door -All lads4ile(s) and Transom (I-hgl0,r%g OIXO, c0ox air 010)(0 ashligumovinall I= ME= OWN29M Re'lik"i'm 2M 4*4" Hardo, 9WKUS P"Ple Ing 2mm ", -A IftnimL. Ygaylaited 0, ChO4000. V l 4,,w To,i j,", uo�ittow �, A unloaded satiated FaCAMMVMI buffam amn 111ris"V I I'll W1020 OIJM421 ,*g Pn�', A,, Ila XKVALl &MULK.WLK ll� 1 1 M�r A.11ii cookad kniuKAlawn usn"aa 8, mo rhern"on Ly,d. F Schmidt P. E RVn I Mg, P.E YAU" Aduftd FRIC Aoonrld W�mv 02AW2011 a2n7ntril AR2m2w 04n3=77 aj�lm 1 ,V�,l i � zut issuest Slam,mium Wt,,1,QF, 2020 3Ai` giakir�� kialvrjaAkQia�-s yAgAtItCo. 1#11,440:.,00 F1kF1 4-10191 John W, Knul,101, PL ,ftlglau WAMItAg MAMMS Aw2yAd .BA1Q, 17JIAIK'n� r2y,1,2021 12�010'111Z'2 A7-1,Q1n?S A',, - ." I IQ a, T herms-Tru F bon-Claosio and Smooth -Spar Nom4wlSLq3g;S&quckN.n Impwiliquer, Opa"o 12031f= No Yes No WA clasearit Painal Wills (100i $45-6330 PIT W2 , S51) 10, �,!Ofi C49.90y: Fi M�,,, 1330)9=4349 pr-43409 (6131 e674365 � Cit.,., Ql,�,*rp ADU� 70�:�4111 PE NU76,6 �D!54) 1r,1-6224 Cbmpoeft Edge Fiberglass, S*Ve Door Aith sulticamprI going .h.dAW,.k.dj.,.WI 8,94A.U.". S'", ,4h-V-@W.d I 81t,cle.U.", rllkF�11'; . V 10 (�,V. � C,� Sidslike(N III ... 9K)LA-9 XO, OX a OXO ramplowco lionfoick E"W411", popon P'" a 11-1 ron"11.1.014hrid' k-W-1. 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A,O, ,"I ],., QrIo itimu gypC N v" taw& posissil — Composite Edge Rboogtoma SlIngs, Ow uam AMA larodoict M*MI Iftamba or Mau III Dmak&,,, coordant glaintlan of" lamm outside HM Reskag pamuro L"t P-s-id, mom "mop WuNly-, rtoo�qp-�%,_,Pci- co,tred 1"Well-Pod. il Hvmr gicft2W Pluissuara !�!:i� - i Roth IrT r&W UQM� RiAnto 2 KUPF !`,!-1L1j.1 Z�,�I.Lu�j� I lal"A i1a t Qij � M1 91412 Ir � tntz %milk yjkh B"btat htt&U14 SMWQ (IrdsmangPICLAsovinig, X0, OX a 00' I f Camelialk Lan Sefihe ih_. J.0.�" 1200)20n Yet Y. 1,14A WA I a &quix,2T$4i eWdr ven- a ��(Aid Vryi " I Z13112023 No Yet No W01 Q lat'l�AU�1,0:�io��i�,l�,I,g�6a',.q�,c�,, c��,Npl'. �,,y,W14j-�"� 1.11.11�lu 4-411�QltQ 1��Il,,��-, I �, ','04 NIA Nil, Continuous Head and SN codgurawns) : H".P$AoA Let, siding lbel--t is, #�q iWil"on V. Yet NA WA 2 t, 64NMAJI".. T"A.W 150"I 111-t,l 5,1,d V" SOM imlir= No Y. 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Xxx in XXXX ______ owfiwmuwo) i 24 K TJhAAmnoTru Pbso-Massic AM SirADA-6sar Nominal O&M.0 gquipt.Non -printootawar. opealue 1213irM No Yt, W, WA I . - - - .! � .--.- - - --- ------ ---""L----'-'--"'-----,--------"---- ______ _____ Cwpooft Edge r,bwqk%%A Dw Pantie �mh V~ I � Sidehimi iin.wriViDutialving M XXX or X)00( imartrigi,rabo.9) I � 25 It Thommi-Tru Floar4wesshe and SmMh4ftr Nominal &ww. a squipt�Non .1moohdisquot, GI@2*d 11201f= No las. No N�A I C*Mpoeft E090 Fiberjuse Eder Perall, vkh Vdi i Sdellmi (Irawn9K),anising. XX XO((x X= Plairlds Deparbitart of Business & Professional Regulation P.g., .r i Florida Department of Business & Professions[ Fteguia�an I - I i Florida Diripartmord of Business A Pra"oTisionall Regtilvilllori k"m I a I 20 z Trientraw"tru Flow4wipsicand Sonoolli,41m, ciontigurasona) Nominal $11,11% 0 4q,lot Non-lindimpAquipt. 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F.MI'Milin Atom Imm. l-,117-1-1l, R,VnAvlaertontllbora� M ly, I P.,, C:0,np;rar,m Vollhoo E,,vMW $�eN'1, 1,mr a � �, I 1 " . 11 Category Rooling S9542331330SI,ribligedapo�qlass com Robert Nerninen Knezeivich, PE Annoved 1i-,nftHejvWt,1A,,.h4eui;, a Ln�OFIA MAI F o-4� rr.,j,*,JAI,t.-1 , � Lk--- r� ii-yofw M. i L ,, 0, ", subir,eltegory: PE-59160 (q�A) 772-6224 WOW= F'04",Wum lo,onoor Piplus "I;i ,,tr.loua Undedgyrrients GOMpli9n6'* Method: FlAtM4MPijmhjzts GoWhyA�t AcalraindforUse 6WMW for taw anim " " "I _V . .W. I 111"ll; I !� .1. �Irl I I 4� '111NIVII owky Alimesno coulso IV as- �11 Af,�" F.41 "11.ourfIb-1-1. . 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I4,4q 'K, !,04 SQ tQ,, ; ,I 'll'. .,V 700 151,.A. r".. 4-p Sad Silk. l '0fik, P.0, CA 1241IRWO M., P101. fAtAirt- rA 12131*020 No Y,, pj� Y- MIA "A � ,� I Q k �4 c,Q!,;,Qa ix -I'W', elml, `,,,,,6,r4l_h1I,Z � ' 'L� L ., "' ' " "' L�11. 1 1,�41 ", " L,r I " � ". ',, � :, 1,)1 ,"', "m I i". " ", I-— , 111 1 � - `�.` �j, 1, ''I a) Florida Professorial Engineer ;10 !�., (00 61,0. 3,W, &'I'o :44�t 51',Iki, zy 74j. gop"s I aw"Ima F'41 Proflil, - R.I. cA 1 Z01, em Ho" "is � KW) I .1 �"V:X4� No N. yy: 11 WA MIA ! 'I'A : �� 1 � . 1. 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Painless roof UndedrjMefft, for load in 12n No yes 1i rannINVIlZ AA IVA *WAI-=15 � I - _ ,\%k , nt. ssist. �� Re,jifj%4 A' P, "T f%WV > 0 1 Polyfaff Roe Ur4oftymem (HVHZ) Poinillasts rolounds"Anjimartsior use in FaC12123r2m Yes NO VA WA Florida Departrineril of Business 9 Professional Regulation Pop I 0 1 Florida Docartrnient of Btisiness & Professional Regulation P;,v I ,,, � i I'lorida OoFmilmoril P� Haslws�; 1, Ps:i#o-;NwA Hoguiliqomr Nittli ippr . 11"1011 ted and I Vit % %J L_ HV142 Welfibiliome. Bullclir ] Codes and 9tandards, 1126=2 BulidingCOd"Aind Standards , I . I I ! UuI16,v cod,��.- ond $1011ciards I COMO 2020 Rc 11h WIW21 Re"i", > 0L 2 loolyglasellodfUrideft"W"(rogn40014Z) P a" roof underlaymarts. ttosa in lV212M No Yes VA -Nolvi � pli-ans . with the a I. FV 1`11 ran+4VRZjwW"orm Product Auproval Application Detail Product Approval Application Detail i P.,xhicl Alifiitival Ajjj)h,,4,19,4,00�0 e katif P12300 V, OL I Polyglasiv RoO Underlevinents (WHIZ), Pohigla" roof undisdaym site la I, as in FW 112`2Y2W Y" NO HVHZ jiunsidicilons, NIA WA FligivaleAl __ _ _. -.-.-- - I 2A Mtil .M Ii.Ill .-- ------- ramoviall". - innP. I laeuvw�_ ____ b JOOW*4� kid < : - : , :i��: . . 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For additional Information segardhg Flaildir:II Stnievvide Product Approval System end Marticadir County Notice of Altooptance (li FLN235&R7 AMA Prod Lect Description 1 Tim Stainless Steel Concrete & Masonry Screw (T7N-_ES) 114" diameter Trien stainlarts, stool masu"ity screw FLNVAS-Ra AW I SDiCM12DOB Outoloor Accents Connector Sourew 2 SD91 12, SDOI 2, 9DI01 12, SDI 0212 stroing-Drive, SD norrim.-Itor sk"sew 3 SDO112SI 8091 SS Screw 4 SDCF22434 SDCF22512 SDCF220i 4, SDCF22700, SDCF22858, SDCF221014, ftong-Drive SDCP Tirr bei Screw SDCF221134, SDCF22133* SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCR22700, SDCP22858, SAXP22912. Strong-Drivill SDCP Tim bor-CP Sonew SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Swong-Driver SIDHR Combo -Hood Screw 7 SD5251 112 SD826134, SDS252010, SOS25212 SDS2530D, SDS26312, SDS25412 Sborg-Drve SDS Hbority-OM Connector Screw SOS25500 SDS251900, SIDS25800 8 SDI I 2SS, SIDS262006S, SDS26212SS, SDS26300SS, SOS25312SS btang-Dirve FI Heavy -Duty ConneclorSS Screw 9 SDWF2716, SDVW2720, SDWF2724, SOWF2726, SDWF2730 Stircing-Drive SDWlp Floor-to-l`llpor Ptriew, FIL11110007-1118 SKA I ATRW8. ATR1 ATRU8. ATRW4 Threaded Rods 2 ATUD6, ATLI ATUDII ATUD92, ATUD9.3, ATUO14, ATUD14.2 Aluminum Take -Up Device 3 Br`r3iii ePI12, BP112-3, OP5/8-2. Blpi BP3f4. 8P3M-3, BPRTUII Basting Plafts 4 CNMM, CNWIn, CNWW ChlArN4. C"". W, CNW31I Coupler"uts 6 CTUD55, CTUDW, CTUDW, CTUD75 CTUD76, CTUD77. C7LW CTUD88, C7UC0I Coupling Talusrull)p D6006 CTUDIW CTlJDQQ 6 N3. W. N5, He Heavy Hex Nuts 7 RTUE)3, RTUC138. RTUD4, RTII RTLI RTUD8, RTILI RTUD8 Ratcheting Taluli P Device 8 TUI TLU10 Tsk"p Device 9 TUW38 Take-11.1pWasher 10 URSS _W Uplift Rod Run Tiodown System I I 1 1/2" UpIt Rod Run Tledoorn System 12 1 548" Uplift Rod 'Run Tiadown System 13 URS* 3114 " 1, � plift Rod Run Tedoien System FI-X10"11-111W ,ft" Frodget Model, Num bar or Narl Product Description I DTT2 Hold-down 2 HOCI014. HDC110122 Hold-down 3 HDQS. HHDQI1. HHDO14 Hold-doym 4 H DUZ HDIA HOUS. HIDUI HOU 11, H DUl 4 Hold-down t, HPA26. Hi Strap-stylis purlin anchor 6 LSTR38 1-STH10181I Slap style hold down I MASA MASAP Foundation anchor still 8 MPA132. MPA144 Stnlp�styie purlin anchor 9 PAIS, PA23, II PA35. PA51, PA68 Strapsitylle purin anchor ID PAI18. PAI23, PA11128. PA135 Stop -style Pullin anchor 11 STHD10, STHDIORJ Strap -style hold-down 12 STHD14, ETH014RJ Stiop-style hold-down IMMI Simpson Strong -Tie 2020 F13C Approved Products Updated 112W=10 CmForollroot inks tooll 6811'approyallstoodbol4w, GLICKHERE For odditiorial inillonsation regarding Fillorldits Stallowille Product ApprovallSytriourn and Mami-Dade Qounly Notice d Accouttairce (Ill AWL=. 21 U set um hangars Tophangehaingleurb ovartaI in width oill-911ir and holights longing from 15-W to 15 10' 22 LSQ isones hangar's Top filings hongsirs arvaillaft in width of 1 -911(Y'and hiligirtS to nging hom Q-&l I to 13-118" 23 LE03, LE06 LEG7 series hangers Top flange, hangers available in widths ranging from 3-114" to & 7/8"and heightaronging ficim, Wto 3'1,It7' 24 111 MEG7 sorieshangairs Top flange haingers available in wd0b rangil from t-114" to S 718"and heights ranging from 9" to 32-1t7' 25 MIT series hangers Tvp flungto houngen; ravailsi in wildthe ranging frown 1 -9/1415- 118" and heights ranging from 9-114"to 21 25 FF. PFB, PFDB, PFDS9 owes hangers Top flange hangers available, in width of I-Wllr and harights, ranging from 3-13" to 7 1 W' 27 FIR Ridge tafter conneclor 26 WIP sense hengrairs T op flange hatinglars available in vAdtho ranging from I -I to 7. 113" and heights ranging 9014"11c, 32". EUM&M 1011 I AGA44 ABA"R. ABA45, ABA40R ABA86. ABABOR 2 ABU44, ASU"R, ASU40 A81.1146R. ABLIS-5 ABL15-6 ABLI65. A81.1613 ABU66R ASU88, ASUBSI A81-11010 ABUiCIOR ABUII A13U1212R 3 ABW44Z ABW4l ABW46Z, ABVV46RZ, ABYMI ABWBSRZ. AW-7 4 AI A0411% AII i1i ACOR, ACEd 5 X� BIC46. SCAIR. Bli SM. SM 0=-2/4, 51=�W 6 CS44, OR48. II CSIM CM 7 CBSQ44-SDS2 CBS046-SUS2. C6_%)66.SDS2, CBSQ8e,S0S2, C�SSQ86-SDS2 a CC, ECC, ECCU Series 9 0100-IMS, ECCI Sods* 10 CPT44Z, CPTOV, �PTMZ 11 EPS44A. EPB", EII LPSW 12 SPW 13 LCB". LCBW 14 LPC4Z, LPCW is NP13011,117, MPGW, MPB88Z 10 PW P844R, P", P885. Pe6eR 17 PW"A, PBS46, FBS66 is PI PSVl0 19 P044-18 FC40-10 PC48-18 PC64 16, PCW115 EPC44,16 EPC40. in, EPC48-115, M84-16. E-15,088-ilO 20 FC4Z PC4RZ, PCOZ, PI P08Z, n8RZ EII EPC4RZ LPW-. EIPI EII E+K,'13RZ 21 PP844-4Z. PPI ;Y RPBZ F11.11101101II&R5 AMA I FJA, FSA 2 FRFP S GH404 OH46-19, 0114", GH4". OH41 ", GH410-8, QHWO. GHWS, GHSI 01 iW 8 01-161", GHSIM 4 GLBIW GILM13. GL135C. GLB50, GLB7A, GL878. 31.87C, OLB7L) 6 OLST5112, GOLTS12, GLIRT51115 GPILT516, OLDT520, GDLT$20 6 HGILBA, HGLBB, I-GLBC, HGLBD 7 HI HGT.3, HOT-4 8 UFFIIII 9 URFP Adjustable Post Base Ad�usftble Post But Adjuabble Post Base Post Cup pool Cap Embedded Colorrin, rates. Embedded Column Base Bolted column caps villitih W ranging from '1. 1 M" to end Vu2 ranging bW 3-SN'to 7-1/2" $eiev.led oobumn caps will; WI ranging from 3.114" to a-112"and W2 ranging fmrr, to 7-1 f2` Concealed Post Tie Paw Embedded Post Base Errhoddedl Pod Base Embedded Column Base Light Post cap win" Post Base Erribladdod Post SM Entedcleo Host i3ase Round Post Base Post Cap Pot Cup Post Base Roboft Post Bass Product DeKilitition Founclarton Anch" Fkt Retroft Foundation PII Girdw Hanger Glulli EWering Plate Gkilam Elearing rtsze Heavy Glulam Bearing Plate Heavy Girder Tiodo,,wi Universe I Pow ridation Plate Univeirse I Retraft Foun dirtom Plate Simpson Strong -Tie 2020 F13C Approved Products Updated 12MV2V20 l`or Crelf Inill if., all 86T appro,10IS tole a Deiew For additionI inliclifirtabon iregaral Forldn's Stollievift Product Appro,,"f lem arrkl Marvil WP �'mnly N,$lkn� 0 FIL610446-RO a *d" Product Modol,Numbef of, Ndme Product Description I A21,A2B,A33 A3A A35 A44 Angles 12 APA21 API APA8 APVA21 APYA4 APVA8 Outdoor Accents Angles 3 APB44, APS"R. APVB61% APBSSR, APSN, APBUR, APEIVIO AI 11U10R, APWA4, Outdoor Accents Post W, sft APVB44R. APVWS APVE1I APVBI APVBSSR, APVB11 0110, AP, H1 01 OR 4 APOJT2-4. APDJT2R-4, APDJl APDJT2R-6, APVCI 4, APVL) I .-,R 4, ATWUJI 2 C, r"tdoor Arctlints Deck Jotst Ties APVDJT2R4 6 APII APHH48R. APHH610 Alpi-tHil C�uLdoor AcconLIII HiI Wflitref 6 APII APL8, APT4 APT8, APVL4, AkPVL6 APVT4, APVT6 Outdoor Accents L and T Pearn.ta-CkAurnin 7v% 7 APLH24. APLH24R APLHI APLH,*R. APLH210 APLH21OR Outdoor Accents Light Hangers a Bviz Brick Veneer Ledger Connector 9 C13T2Z C6147 C oncearledt Bearn I es 10 _ U,rl 4Z C;J15Z C�I]61 GjT',jL7 �Anceaw 1101SI I es I I 06JT 14 Cvck oc,�.t Te 12 DS Dry'Wall Iftp 13 FC4 FC6 Framing Clips 14 PAANZ Foundation Wall Angles 15 GAT GA2 Gusset Anglers 16 WA, H2,6T, HS, HICA-2, Hl OS H14 HGAIO HurricanoTiers 17 1111 Hoavy ConoosledJoust Tie '16 HH4 PHI Header Harigarr 19 K13SIZ Knee Grace Stabilize$ 20, 11-30,1_50,11-70.L90 Angles 21 LCE4 po�t Cap 22 LS30,L650.1-870,111-390 bKovitable Angles 23 LSCZ AdjusiI Stair Stringer Connector 24 LSSJI LSSJI LSSJ28U, LS' J2SRZ, LSSJ21OLZ. 11_�;S,121LIRZ F!" Adj ustable Jack Hanger 25 LSSRI.81, LSSR2 1, LSSR2.37, LSSR2 58. LSSR210-2. LSSR410 FL-ld Adjustable- Slopeable/Ske).wbe Hanger 26 LTP4,LTP5 Tro Plates 27 Mt 737, 11,111.247, M11-2W. M1 267 ML2107 Angles 26 Milli RoofTle-Down 7.9 111 H" Real Connector 50 IYWLU20, MMLAI MMLU25 NIMLII MMILU210. MMILL1112111, t4lrl NP�41.0311 Face- Mount Hot) gets 31 RBC RBrP Roof i-iconlory '�A,pt, 322 111 Real I w Dry�r 33 11 RTC4�, RTC,?7 II RiI lie Connector, 34 SIC Sl`CT, CTC I-ITC4 Truss C I 35 TJC37, Till Truse Jack Clips 36 Z2, Z4, Z44 Panel Stiffieneir Clips FLOI 0447-R5 Sin Product Model, Number or Name Product Description I AHIEP Adjustable HII CoitheLlor 21 DSC2R-S0S3, DSC2L-SDS3, 0SC3R*M, DSC5T-!;Dq3 Drag Strut Can necto ll Gable Brace Connector 4 ll di HCF12, HCP4 Hip Comet Plate 5 HHRC2-2, MRC42, HHRC42-2 HHRC;Vl B1, HHII HHlI 25, '2,1 1-41 IR 3-1 r) 12 Heavy Hip to Ridge Connectors. HHRCiM 6 HR01 81, HRC22 I IF,, Rdge Coll mentor 7 LK26. LRUI LRU210, LRU212 1I HAri 6 LSU26, LSSU28 LSSU210 t Cht Sitapeableilikewable U Hanger 0 TBE4,TBEO Tru." Rearing F.inhancer 10 TC2A. TCNr TC28 rfust-, C1.1) 11 THA29, THA213, THA1218, THA2113.2, THA222.2, THA413, THA418, I HAC418, THA4;12 AdILI.-tAblin i rus,; Hanger I HAC4212 THA426 T HIIII THA426-2 I L) THAT 8ir22,THAj2 oe*2�1, THAl2. 1I THAr222, IHA1322. THA1352�II; THA1422 Adjustable I rui;%, Hanger �-,,7pd 1I I.,lost', 13 THAL422, T14AR422 Skewed Truss Hanger 14 THJA26. LIHJA2t3, LIHMA Multiple Truss Hangers 15 THW2.4-II TI-01I 15 �MIA T LIL)28 TH,IU28-W Mufliple Truss Hangers 16 TSBR2.24 Flubs �;Pjcvt-Restraint 17 VPA2, VPI VPI VPA35, VPAA Variable Pitch CornrI IS VTGR VallaryTruss Clip Simpson Strong -Tie 2020 FBC Appiroved Products Updated *04=0 I"= For dir" Irks to all SST approvals Wd bolow, F or additional Infornation illigairdii Floirds's Statewide Procluct Approval $�,slom and Mam-Daft Counly NLIke d Accirlpitarice �II FL#1 14WRB &a Fmdm Vadel. Number or Name Prgdlilot D&SCIlgrillillin 1 HHUS210-3, HHUI Joist Larger 2 HRSG, HRSS, HRS12 StrapTw 3 PUC421C.2-SCA, HUC,'t21O 3�SDS, joist Hanger 4 THG52. tHGe 4. THIS81-12, Ff 109H3 rl IG131-14 JcIt Horrigirsir 5 THG02.SD93, THGOS-SrS4 5, THC30H2-SDS1, THGQH3-SDq49,1 rl4C;QH4 Sn.", Jara Hanger 6 THOW34, THOWS-4, THOW4-3. THGW44 juthl, hanglew FLO-1 1473-F45 AMA Filmductillillodid. Number or Name 1 CETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrolit Anchor 3 HIS, Hill HIIIII H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24. HETA40 Embedded Tnm Anchor 5 HETAL12, HETAL18, HETAL210 Embedded Tniss Anchor 6 HGAM10, HMO Masonry retrofit contradicts 7 HHETA16, HHETA20, HHETA24. HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5 LGT4-SDS3 Girder Tiliciam 9 11 11 1 lLibs Arrichut 10 NETA12, META16, METAIS, MI MErA24 META40 Er"bleaded 1rusisAirtchor 11 NSTAM24, MSTA". MSTCM40, MSTCM60 Strap Tie for Masonry 12 NTSM16, MTSM20, HTSMIG, H7SM20 Twat Strap for Mawliry Fl 114911 a 0 &U ProiductP&M. Number or Manto Product Description 1 LfTIZ VockTiersion Tool 2 H012, H019 Bolted Holdownts 3 HD38, HU55, HU715, HUW Bolted Holdovvirs 4 M4, HTTS, HTII TtirrjIi�p -irtr. LrTlQ, LTT2OB, Lrn3I Ltglit'Temiii 7,eb, f LAUMA ,%" duct Product Description 1 M5M1124. SS718K24, SSIX30 SEI Archor burs 2 ssTB1e,ssrwa,SST824 SSTb Anchor Borts, SST528L FL#j M-Rill Seaf Produlct Mogliel, Numitior or Name I CMI CMST14, CMSTC16, CS14, 1I CS18, CW0, CS22 2 HRSO.HRSB,HRSi2,FHAB,FHAQ,FHAl2,FHA18,FHA24.FHAV7I WSTWII MSTIW, MII ENST27, WMI SrMST48 3 FI HTS20, HTS24, HII HTWO, HTS30C 4 [JrA`10, t STAV_ 11.917149, LST73, MSTA9, Ml MSTA15. MSTAIS, MSTA21, MSTA24 15 LSTA9 LSIA12 LSIA16. LSTA18, LSTA211. LSTA24.$1292 ST2122. ST2116. ST2215 8 LSUSH3,21, SUSH3 25 MSU9H3 ;5 7 LIPS 8 LTS12, LTS16, LTS115, LTSX 9 USTA30, MSTAX STII STe224, STO, SI ST18. ST22, MSTC28, MSTC40, MSTC52 10 NSTC66, MSTC78, ST8236 11 161TS12, MTS18, MTS18, MT=: MTS30, MTS24C, MTS3DC 12 9El 56, SMIZI. StB2.06, S8237, S1182.56, S62.06, SW.1Z S-U� 36, SIB3 6Z 'aM x �I`B4 12, Sil $184.75, SII 13 95A2 12R, SMIA2.12110. SMA2.12fli SiBA2,12JI4. SOBA4.1ft. �il _A4.118110, $tBA4.1I _`V8I0i 14 9HIA is SV 06S S/H08B,SMIGS S0H1DI0B,SiHDI5S,SM0I5E1 10 brH UU4, WHDUI SMWO, S1HDUI 1 17 btic; 1, M WC1 Product Clonstorliption C4119d Straps Straps, 97 mil (12 g a) HKIiiity Twstc;tiaris Straps 43mil (111 Uw) Straps 33 mil (20 gai Bridging Connector Latinal To Plate I Qtit TI'As'T ""trei Slirapt, 5A v Ill (I (1 9 a) F' .4 pp. III ?1l f , 14 go) Wdrum -vvst Straps I op Fis nge Jowt Hangers Top Fin rigis Joint Hangers Hurricane T4 Holdowns Holdowirs Joist Hangers U) (D > Simpson Strong -Tie 2020 FBC Approved Products updareu Simpson Strong -Tie 2020 FBC Approved Products upoluea l2r""020 II oirect I lo 111981 approvals ls*eo below, gM;AjljM r all 5 w,7�7:91 c or em-, Ir 7, % 1 1 1' r,ifL 1n,I Far eadirtorial rillormallon iiiijardinig Florldies Sidinvide Prodiol Approval Sysem and Marri011 County Notim dArceptance (1i QLTdJ= 14 f, FL*104WR5 it H,J� Ho�,�-, �;rifias li'ang'nT, rac��,rr*t;nl hargersavallable in well ranging `Irorn 1-7,1�-`I U) Aid heghts rargmg1forn 4-fiII11I 11" s-nn iH USC) av ails ble for rriqdds Nzv ing widt equ&t toor Product Model, Num bar or Name Product DIII rigillon I 13T, BrS. 13TH BrK*Tws 2) (3) Called Straps i Face-mourit hargets avioalblo it rang:og fi I,, I 7�1 I, Q 0- 1, E7MST12 (W,�,714, C:M15;TC'j6 3;: 3 CS114, CS16, CS16 C520, C$22 Coled Soaps IVB" and heights rangolr; fro-, 1 4 CSHPI a, CSPIP20 Coiled Straps .5 5E,,� Face -mount harge,s 11 -IrI III C) . CTS218 Cornplessiontirrionsim Strop LI Face .��e C) > Ok DSP, SSP TCP Said to Plate be 7, Hi, HI UA, H2 5A. H�, HS, H7Z, H1 6, H116S, H16-2, H IS. 26 Hutt lost* Ties x, 1, �ir 1 1, 1: 114! wd il I si i i p Jng fi I WI 6" to 4 - (3) 8 HGT-2. HGT-3, HGT.4 Heavy Girder rfedcwn --d 9 HS24 Hurricane Te N .`1 J`.2t� MQ J5�5,l 61)6 MCUI W! __J Oju-51., tlangs,r� IP CU 10 HSS2-SDS1 5, HSS2-2-SULI�3 Hravy:judihoe 11 11 H873 H-ST5 HSr(5 StI Strapl, andhcglIts ranging fir" I 11I V_ 1�? HTS16 HT62U. HI S14, HT,�2rs H T H TS30C Wavy 0*1 Strop Face-mourt harlens 13 HT00161KIZ HTSWOKT? I lttj,t� I vAsr Strap I, II �W. 1 Skwmd rjc�-rrLurl ripqv,s ui.,Il in *XR�,-., I 14 LF I A Light. �loor Te Arl&c: 9,018" to 3-1 '1 ' I.' -'I_ '�'4' 15 LSTA9, LSTA12 LSTAI 5, LSTAI 6, LSTA21 LSTA24, LSTA30. LSTA36 Straight Straps CorreAlt.0 frat�'jr 4 -_ k" trj al, JajbnI 10 LSTI49, 1.81173 Straight Straps 2X a,d �;e, 17 LT1370, LTW Bridging Y,�AI 114!, 1 �i ilqnq 1 -911 IT' to 16 1 TS1 2, 1 TSIfl, LTS1 9, t TS, X light Ivilist Sill t; IIIIN11 2.1;e, III - 19 MOT MediuniGitclot, 7 lodown 10 MST17 MST37, MST48 MST% MST7.' Siraiq" 1S"p% 21 MWAP, kill MSTA16 IVISIA18 INIF,1 A21. MSTA24, MII MS7A2,5, MIS1 A49 Sixi'vji'l Sill Fl WIAG7-RF, 22 MSTC281 MSTCAO, III MbTC66, MSTC78 Straight St;aPs 23 MSTC48S3. MS71Cli Pre -Sent Straps jal EWuct Model. Number or Name P:2durl Do�,.rintldrn 24 MST M. II msTi44d, V�,TILIj Straight Straps BA tene. I�Snge! s rianpefii Ll,� wlable III Yldth� langing from I W'C� to 7- 255 MTS12 MI MI NIT�3X M7.1124C, Ii MTS30C MediurinTwist Strap �,,d lrei,,�Irls- (anp:ng horn Ir 118" tu 30' 25 NCA2X10lZ NCA2X12-12. NCA.�p6 IIJ, NCA2XIO-15, NCAI Bridal 2 DGLF- -eiriet hari :p '4,)je:r,ai*:jrs litInpiq'i firorn, 3-L,16'toIf. 27 RCW012, RCW814 Wall Bracing 25 RPSIS. II RPS28 Repair Plate $rap �3 V.,F series nangers rr I�Ii,i pe )�o 1�fs I;vja�* jrr wdthi ring , ;�ii from 1 - WZ' to 3- 2D RSP4 Stud to Plate Cunricc!o( j � I 1�4 o:�!"l iloor I _A ' 30 SPi � SF2, SP4, SP5, SP8 Sal d Plate T is 4 C,-Hp ,c-c, i,,qcr5 �l Iai-j�'t� I:, hi 1 ::W4"Io3- 31 SPH4, SPHO, SPHS Heavyllud Plate Ile vid i,g'ft ra�igirrq RoIn 9.1114124- 32 Ssi. 5. SS25 SSZ SS4.S $'Wd �Aoe V - ppors I opflange hangers ovailble inwdths rarginigtil %�-Iwll 33 S7 9. S r 12 STIO "I'll ST792 572122, 511 ST2215, ST62115, ST6224. STC236 Straight Straps 718" and heights ran gag Iforn " 1 - to 32� 1117 'M r"B20. 111 T 33(j 7B42, TB48 TIM, TBW TBW T91`191011h Bridging 6 EGQ r;iItrW% 'Innue's Top fangs, hatigam available In -morhu FlAng,% li�, 35 7WB10, TW612, TW614 Wall Bracing 1�4" andheIghts rw� iging tirom I 1 114" to,37' 36 VGT, VGTR, VGTL Variable Pitch Girder Tieclawin 7 GLS %e-II rlairj�eM Sej?14 haI IV IwI. r 37 VVI WE111060,W6126, W9121I MI-43C Vuell Braping 8 CLrV �wje-, harlie-, I _T� I orrie iisijei�� Ivat�,tIljie inwLiTI wiiiI front 3 114" to 7 ',Ig" rindtheigNtsrai hom 11'"Ito 32" FLM0331-R5 9 H& series hangers Ivil i 1.�rrje �ijt J-T, �, ar. r liwoil I �, i.�iqjvw 11 9116' to 7 1W t*i� hit% Ing firom 8" to 30" Z JW Product Mgdol. Nurntier or Nilling Prod UCI DQSC Irliption 114' L� I CBH- �76 S. CBH2 17x7 63, CPH2.37xg.75 Coriceallrld hangers and freights ranging frovi 10- 1 12'l,) 28' W 2 UU, DHU, E)H UTF series hangers Foos -mount (VU, 0HU) and top-I'largre (DHUTF) hangers 11 HGLT 5o,jes lranqerr�, flartle �iurpi aroalable in widths, ranging from 1 -WIN'to 3-WWand he,,,r,,t: ranging frornQ.IJ3"1o23-l5M8"_ 12 LGLI V hjI 3 HGU3,W-S�, HGU5 25-SCS, HGU5,50-SO' ,, HOIJ5.1l HGU7,00.SDS, HGU7 25. Fritca-mou"t riangerry rit 4iir 4'tr- V'' SDS, HGUO.00-SDS I P 14� i I j II I I �j ( I j 1'4 1 , i I' P, 11, 1 ng, I j rw ry 1 2.5116 tv "I - 4 HGUS seliss hangers hanpor, av liltiable in wrlins rat, g4rig from 1- 5� 4"tr-, w 1 r� o'll � �,� � tht'. 1 4 1 it 'I I, WV atod Mliiights (31 from F, W10" to 1� IV" .4 �'Up Nlnjr�,I� I,! IhAI ji:11.,11 II J! 111:1�,',ITI,"�j ritj froM 3-Ird,to S HHCiU5 2,"DS, HHGLI� 61)Sl)�n HH.;U�> W2-SDS, HHGU7 00-SUS HHGU7 25-SE)S ,I, , I, I - � I, ," � )f�� I � 1 IV HHGU9,0D-SDS; I �v J, I , t� rv�� ": I"w, to�,, I to 5 6 HHUS,?62, HHUS28-2, HHLIS210-2. HHII HHI, IIA,9 HHlJf�413 HHUS5 %'10 Facill-niount hrurtgArs in �i Range HHUS7 25110 11 A h I lq:I1'"0i1!% �Avin(, I,,mith equal to or 7 HSUR, HSUL, HSLIRC, HSAt C.'snuces hangI litor, 1 19;18" to 7 i 'rry double X and 4X m000ls only acute fiange is concealed 17 1 W�t I :iI p, 'iawy,m a,ilab!r inmciths ranging front 1 -C)Vt5` to 7- fta_ 5.1 ,;L�'to 3ZI 6 Il HTJ28, HTI-1210, HTU26-2. HI'll rTTU210.2 Face -mount haingets 9 HU� HLJO series hangers Face -mount Nang m. ayallable in widths ranging from i,� 7 1, A J_ han gers av avialn re in rAhdth% tang ing ;iom 1 `,," 1/2" and heights ranging from 2-WIc, 1 9-11W� ConcesiI 10- 11�1 516" and heighlig rangor.. Fin- 1I vienuen H UC) for all models hov ingwidth equal ircl o r 19 -1 1 , I- , � , " 1, 1, 1'. �; I, , V, I I Jr.. , I fi'! tk' and heigh is greater thain 12-9116" 7 1 � 4' 5 11 � l 1 r8i ? P - 11 ri 4Fi t i (I 1 19 1 � I I I . SDS � 1 � jrC0 2' 0 1� ", rY', I I I JC C4 10 S M i CO 3 i CI race mount Nangers in %idth,:J I g116'2nd herijr�. S05, 111 icl%144110 Slos, Luc(44112-SIDS. I i0C,7. 'r�M_SDS, I It 75A 1 Sr)f, IUC4M TO "I, �:r ''n In 13-*�!8' I IiL)t�, � IIJC�.181 2 t"Llt; W"Qrz, Me Simpson Strong -Tie 2020 FBC Approved Products For dire,:rl Irks to at S-ST apiprovels slI bilort fIJU�ILILEM For adlitiorall willonvaton regardnip 11 lmda's Stott wide ProW Approval System arid MumA)sdo County Notice of Acceptance IS SLLW,56, SJLBV1 81 VILBY2 I 5�`LUV2 3 1, SILBV2 56, SA.BV2,156, VLBV3 12, Top Flange Joist Hangers SIII W S& GV3 62 SILBV4 Of SrLII ",iI. SAJIV4 28 S& BV4 It S/L UV5 50 lid SiLl T 201 $10 FI U, $I11HUT 14, H TJ 4, H-W., Holdcryw's 20 SIMSTOO, SNST72 R7apR i ll (11 qM 21 SP4, SPO Stud Plate I III$ 2:� ScP 11II TSP SM I Plater Tim Z11 STC. C I C TrussClip 24 TRM Truss Brace Diagonal 25 TX37 1� Cowrectul F01304-0 Inj Product Model. Number ar Name I (ZQWJ �52-SDjHLG, CCQM4e.1 SI.)6H0G,CCQM5',I0-S0SHDG. CCTDMI 62 SDSG, CCTOW 52 SDSG CGTON15,15C S,[I C=W 62-SDSG COCOM462-SOSG, CcCrvlt 1�0 Sbsc " FL(.L0M3 62(,*T, l-C;C1 OWA 6�X,-KT, FCCLOW65I FCCLLQMD1 M-KT. Lr_`CLLQML)4a2�/7 L"L"I,�NI.I.�'.��'-DQ-KT.ECCLROMD3,62G-KT,ECCLRr�MD4.02C KI, F-4;00.410DI, 501,; KT 3 K.II 25 1 �(iIUW, �,G, HC;L.JM;l 00 IiGUMl7 25. HGUM9OC 4 LGUII LGIJM21��-3 LGLIM25.4, L(.,UM28-2. LGUll LGUM28-4, LGUIi LGUM210-3. LGUMI LGUM48, _GIUM49, LGUM410 5 MBHA3.lZ`9 25, M6HA3 121`11 25, NCHA3.5W 25, MBHA3 543)9 25, IIIISHA3561111,25 NSHA366111 98 MPHA3 51 11016HA3 56116. M6HA.;53tI$ MRHA5 Will 25 WIHA5.50IIi? 25,"HA5 50t'll 215. NUHAh,61)il 1 88 1`481-IA511I M8HA5 Y>16. MBHA!v'5W18 6 WHII 5"�26, MSHII 1,25, M81-11-13 5F.All 1 t.8 rl%lt 0,13 4 10,014 LIS 561116, MIRIAL13.56IIIS, MBHU5 609 25, Ml 511111 25, MI 501 1 9,F 0105 t,0/11 -i. MBHL15 501`1111 MBHO5,50118 1`11-1111,113975-1119 $og Product Model. Num ber or Name 1 SDW22300, SQWI SOW224A SDvir_2468 SDW22600. SDWIMOO, SOW226M, SDVV22*34 MVVC15450 M`iA1C158O0 3 SDO-11930304 GDA(HIU400W, SIDWHIWO01-118, SOWHIWOCE)b. �SLIVOHIVIOXL;b 4 b_)VVIHI14f.X)G SUAII-1211i 6OW1127800G, SOVIV271100015, SOW1127121JOG 5 SJWI SLIV14SI6300, SLOWS16312, SDMI 64D) a SOM119600, SDV%SI971Z SDVVS2240D,SDWS225W SDIWS22512. SDWS22MO SDW=800, SDVV$22900, SDAW211 000 SMVS221 10-40, SDAW212OD4 SDWS221 500 7 SI)VIS22300138. SDWS2240" SDWS2,)-,�O0()B t�U.Va22&008. SOVVS-Z28CODB, SOVI 00008 8 19DY11=31121I $OV422512DBB 9 SDVV82730OSS, SDVYS274OUSS, SDWS275MSS, SDVVS276009S, SDWS2780OSS, SOV1,16271000SS, SOWS27120OSS ID SDWV13400 it IST IN 2 2 FL#ISW3-R3 j§" Product Model. Num bar or Name 1 AS IS, AS 1 "54 AS I 1I 21 01051 2DHE 3 AS-20, 4 ASHP Product Description Masarl / PIrIl Caps MAAArly PAT Crit pr; I N14m;)wy I irigets Mm.onry Soiatr HAnoers Masonry Too I-lange IdAm Hangers Masorl Boal Hangers Product DorAriplign Strong -Drive SDW EWP-PLY and'rRUSS-PLY Screrivis Strongi-Orive SD= TRUSS Screw Stionp-Drive SDV0H TIMBER-HOKScrew 51jong Ditvebt)'011 LINMER HLA lADG Screw Strong-Urve SU'N.i I-RAMINIJ �>crow Strong-Orme SOVII I iPIBFR SI onterroir GiadO Strong -Drive SDWS TIMBER Screw (Eearior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS T IMBI SS Screw Strong�Drivo SDWV SOLE -TO -RIM Screw Outdoor Accents Hsoi:44eard Washer Product QWrIption 18ga TruasPiales 20 go, High $11irongth T ruts Plate M ga. Truss Plate Hings, Plate Connector rL#t573O-R4 §W Product Model. bum bar or Name I ET -Hp Adhe-Jr. I AnI fint concriete, 2 GAC. I',DPI CL)PM.50, QL)PN 7", GDPM-100, CDPS, GW-50 GW-715, OW-100, GTH Grius-scitualed forstioners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPA7. PDPAT K PitW, P1 NWID, PltJ\NP W, POPAM, Powder-actuabed fasteners threaded studs, and asserrI PDPAVVL-MG, PSVL3, PSVLS-K, PCLDPA, Pr"(*,i 7)PA PTRI LII PTRTIA4 4 UL I Y" Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products 'Y' P _T Alne%e (,el� �s-r,: 51`02- C7,S, I,., Tilei:i � i�7 vicavy DutI,, qt,,rewArlc;hcr far concralts and ma�oruy aviijillabd%ilh hex head in carbon steidl and Titbc,, �o3A A,d.116 I ype '711 HC�i R-yi ri 7t�,' T, ir, lr� 0v ".j e.ide ? iari,,e I I I i ILL�'. THIF _-i2ll Vl,,V�I." 1, .1 '�l r FL#16230-Rfl FroQw;t Model. Ifluntbuf Q,* 10-ne 7 TiltItIk Tu:l:;k� l7lr) FL#1037-FI 5�tj X Erf,) L&Tbjqqej NijitilperiorNa-fte XLQ114Tl2'24,XL,:�' t_1 1461 224- 2K I X. 1 14'_ -'2,1 114 812214 5 K X11 4 S 1224, >0�i I I 2S 2Z4. XQ I i 2111 FL#35320-RO ProductItIodel Number or thArlib _ISIAS 4 I-ScC215, LSF-C4 F, !. SF`r.� 71,�'SR 2 25 SFI7,425 '3FC62f, LSSC 4 25 LS-';C6 9511 W,2;1 RCKW?, 7 �A_ 647 rj XLSH'_A4Bl414,X1l lo I 13 X7AS1L)lItIf X1)1111:,lt�41, .'),I �IIJFII 'I., i(QIll`1:4 � I � 1 7: 1:", 1 X I: "TI: I P" 1�1r,11.16 Xj'�,Ijln 'XIII �IlI V wist, P12duct Description AT�Xlp Hlgh�Strenqlh A,rylN50,.U,.v81 FT -HP Fpo)(y Adli"Wsr"" SFT -XP id gli-Shrn)b r- bit ong-Roll I Titer, 2 Scr&ov Amh 7 Tri HF1 A Titen'rurba AFICIWO �'Yl (311!0 4'I� X Metal Sliff-Crillong, TaptimiI VAh An CrI '10int lli12-24Stmrip-0r-,eXL AII all �.crvets vmm #u X0, cintawid Vediurn Diannster Hex #' - ;� �;-: " � 7 'apprni;ScrMvSvI LIW� #10-16 StrcaI XL1 i&Wl Self-D, fl,ri; T4t-,Fm- c. 41 UrillPo"It Prqt;lvii�t option i,j r:vrr,ng.to-CFSS0,' Stral Framing Contractor Slool Stud Gorra,-,VII Howl KnA. r,7, '11 1., t F�yl �,, P A; 1 -' P, 1, I.i� I% 4a rw roy CI�rlreclor 1`4�40-"F`Whli Z:4KJkI NP 1701111 01,70A Sin fill Artist C"'nr ri KTI.� I, el'L, i,otj laparij 411: 16 9 T ;? 14 a r ft 1,` ":'4 il 7appIrif) l�cro,vr > 0 =3 _0 0 S.- cya < CL 0 Lm 4 .6m� LLJ C- :�:- I &4m4kk L.JL < r) SHEET NO. PA 1,3 llNllllllll� HIA&MMM M"4MDECOUNTY FRODCCTCCLICIMOL SECTWN I im. sw 20 strve� Ream --'08 DEPARTU M.OF REGULATORYAND ECON010C RESOURC ES XM) MIMM 33175-:2474 SOMM A." CODE ADUMST"TIONVIVEMN T(786)315-2500 F(?W315-2W9! -NOTICE OF ACCEPTANCE (N-,OA) 1nMXdA=W3d#-tff1KMW PGT Industries, Inc. 1070 Teebaololpy Dtive, Noroh Venice. FL 34275 SCOPE: IlinNOAisbeagmuedunderdbe applicable rules audiegulatiou., govermng the ive of construchoumateriah. The 6mimentation submitted hor, been reviewed and accepted byKami-DadeCountyRER -Product Coutrot.Secuou to be und in Mim Da& County aW otberuesewhat allomed bN the Authority Hm-mg AuLsdiction (AM). This NOA shall not be vdid after the expiration date stated belo�v TheNkami-Dadei-- ounry Product Control Se,--im (In Niami'Da4e County) en&orthe AJU (in areas other thittiMianu Dade Cmnry) reierve the rtgbi to have sliv, product or material teoedfor tluality a%wauceputpom. If diisproduct ormaterialfails, toperiortumi the accepted mannetAbeinata crurer will Lacur the expense of such te sting and the AHJ may immediately rev oke, wo dif�. or suq>end the use of such product or naterial within Eheix jut V, diction, RER reseives the right to revoke this acceptance. if it is deftmmined byMiamiDade Coutity Product Control Section that thts product or nuterial falls to meet the requirements of die applicable biWding cod�. This, product is, approved 3s. described hesew andhas been designed to comp�hrvvith the Floncla Builkling Code, iac Wing the Fh gh Veloc ity Hurricane Zone- DEscRnrno,-N,: Seri" -5574Y27M-Vivkr1 Slidinj Gla ss Dow (Rtinf"ced) wl-,wo 900Sr 130 APPROVAL DOCLILENT: Davving No. MD-5570.0 Rev B, titled "Vinyl Sluling GIm Door NOA (LK". shtm I throto 21 of2 1, pre;mv4bymentifacturer. dated IT05A 5 and IM nw.,ed on 01,V1/12 1. signed and sealed by A. Lyualklillet. P.E.. bearing the Miami-I)tde CountyPtoduct Control Re,.vion stanip with the Notice of Acceptance number and expiration doe by the Nfiami-Da& County Product Contra Sectiom -SILE LWACT RA7riG: Large andSmUMissile Impac t Resistant Lbukadous: I . See table I (sheeQ) mid table 2 (sheet§) forappheable SGD unit saAw. desip pres=ft. types. ,Sla!ss types, siU tiser(we tables B-1 & B-2. sheets 7-8) and anchor layont sheets requirements in I I thm 16. 2. F4d WItite FVC, Ton (Non -white) Rigid PVC andBrovun coated (Painted or hmivaled)white RigidFVC to be labeled per re&mw*dNOA's requrements. 3. Egress opetobb doon mmt comply nith min clear wtd&or height per FBC requieumt, as applicable. 4. Pocket walls under %eperate approval- to be reviewed by-Buildnig officutl LAMLM: Each unit *all bear a pennumat label with the mumbduversname or logo. city. state and wries and foLkwing vM=wW. Wbmi�Dade Counky Proft t C cowol Approved", noted haxim RENNEMAL of this NOA 6W be considered after a retimal application lix been filedand 4here has beemno change in the appheablebuilding code negatively affecting the perfonnance ofthis product TEMMATION ofthas NOAwdl ocem after the expa-stion date or if them has been a fe%%uon ot climp in the materials. use. and/or nwatificture of the product " process. Msuse ofthis 140A as an endorsement of any pro&ct, for sales. aftertising or any otherpurpmes " autonxilicallyserminte6is NOA. Failtne to comply %%%th amy wtion ofthis NOA thall be conse foriernination andmmval ofNOA. ADNIERTBEME' NT. The NOAnunim precededby the words Mami-Dade Couxty, Florida and follm-ed by the expiration date maybe diVlay0din advergsiAS literaoxe If any pothou of the NOAit displayed. then it shall be done in it entirety NSPECTIOTS. A copy of this entireNOA sballbeprovided to the user bythe manufactuter or its distributon and shall betivailiklAe &r itupectim at thejob si* at the request of 1heBuildisig Official This NOA j, evises & rmevn' NOA 01 0-04'.V.05 and cousists of this page I and evidencepages E- 1. E-2. E-3� E-4. E-5 & E-6 as wellas approval document mentioned above. The sdmultod documentation was reviewed by I%Wq L Cbmuda. P1. NOA INO. 1.1-0:OF.03 %offlaw ExpirsdonDstot ApA114,2026 Approval DAttAlorth M, 21021 Fag* I PGTIndustries. Inc. '\�OTICEOFAC'C"EPTA.N,C.E:EN"IDEN'C'E.SlLTB-NUTTED 2. EAdence Submitted under previous submittal A. DKkAVriGS 1. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA W'. sheets I through 21 of 2 1, prepared by manufacturer. dated I O�10 5! 155 ind List re�hsed on 04,22,20. signed and sealed by A. LNun Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS -702-94 2) Uniform Static Air Presswe Test, Loading per FBC. TAS 202-94 3) Water Resstance Test. per FBC. TAS 202-94 4) IxV Nhssile- Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, 1AS 203-94 along with mariced-up drawings and installation d ogram of all PGT Industries, Inc. representative unds listed below and tested to quab;fy Dowsfl '7191 and Dowsd 983 silicones, prepared by Fenestration TeU4 Laboratory. Inc.. Test Reports No. . F11,4897, PGT PW5520 PVC Fixed Window (und 6 in proposal), dated 09-10114 Frl.-20-2107.1. PGT SGD780 Akwift= Sliding Glass Door (unit 7 in pwposal) Fn-20- 2107.2, PGT CA740 Altun. Outswing Casement Window (unit 8 in propm* FTL-201- H07.3, PGT PA76' 20A Ahtminum. Fixed Window (unit 9 in pmposal) and FTL-20-2107.4. PGT PW7620A Aluminum. Fixed Window Wait 10 in proposal) dated 07/13/1-0. all signed and sealed by Idalmis Ortega. P.E. C. CALCULATIONS 1. Anchor verification calcmLitions and structuiali analysis. complying with FB( 71, Edition, (2020), dated 04n.V-10. prepared by manuflictuser. signed and smled by AntbonyLynnMiller, P-E, Glazing complies with ASTM E13WO4. -09. -12 and 46. D. QUALM' ASSXT%kN,-CE Miami -Dade Department of Regulatocyand Economic Resources (RER), E. '-%L4TERIAL CERTIFICATIONS 1, Notice of AcceptanceNo. 19-030.02 isand to Kuraray Ameiica, Inc. fortheir -Trosifoll Uln-aclear, Clear. and Color PN-B Glass Interlavers". exp=g on 07V&24. 2. Notice of Acceptamce No. 17-MOS.02 issued toKuraray America. Inc. fortheir "Sentri.Ghst (Clear and White) Gbss Inteibrers 4', expiiing on OT,04,�-23 � 3. Notice of Acceptance No. 18-1106.10 iisued to Vision Extrusions Linked for their "Brown Coared (Painted or Laminated) Wbite R40d PVC ExtMor Errmsions for'"Indows and Do*rs". expiring on 0930-2)4. 4. Notice of Acceptance No. 19-1106.11 issued to Vision Exinnims Lirnited for their series "17E 1000 Tan 202 and lighter shades (Non-Wbke) Rigid CeBuLv- PVC Exteiior Ein-usious; for'%Indows and Doorf". expirtng on 12/29t-) I 1 r" 7 I;h,%CA 1. (hands, P1. Produc�t C antrol V, nit Supervi Tor NOA No. :1-020F�-0.4 Expiradom Va". Aprij 14,210,26 Apprava[Dat4n Nfarck.16,2101.1 E4 FGT Industries. Inc. ;O1-10E OF ACCEPIANKE: EVIDENCE SUB11ITTED I. Evidence subudrW under preAou NOA A. D&,kNMGS 1. Mawfaftivers die drawings and sectiorts. (Su6ndited under.V0A.Vo. 11-610Z 04,) 2. Drawing No. 11D-5570.0. titled *Vtn,4 Sliding Glass Door NOA W', sheets I tbrotigh'-21 of2l. prepared b)-nixnufacnirer. dited 10,,05,45, witlimisionA dated 04 0517. signed and sealed by.� �,.. L�,vmn MilleT, R E, B. TESTS L Test report on 1) Uniforin Statt Au- Pres,�ure Test, per FBC, TAS 202-94 2) LargeNflssde impact Test per FBC TAS 201 -94 3) Cyclic Wind I,rmme Loading per FBC, IAS 103-94 along with maked-up drawings and installation diagrarn of vrinyl sliding glass, door. prepared byFenestration Testing Lib. Inc.. TV. Report No.FTL8717. dated 12,tT,1-5, signed and se�ed by 1dalm Ortega. P- E- (Tes- report mn ise-d on 0215,4 6 and 02-2 2, Test report on 1).4ir Infiltratloi Te,s�t � pff FBC. TAS 202-014 2) Uniform Statui� Air Pressure Test, pet FBC, TAS 202 -94 3) Water Reustai ice Test, per FBC. TAS 202-94- 4) Latize 4\ftssile Impact Test per FBC. TAS 201-94 5) C')�Itc Wind Presstue Loading per FBC, TAS 20344 6) Forced Fxm- 7est, per FBC� TAS 1-02-94 along with mwked-up drawitip and installation diagram of vtird slidmg glass door. prepared by Fenestration Testing Lab.. Inc.. Tt.-st Report No. FU 8546, dated 11,06 1 -5, signed and sealed by Idalmis Ortega. P- E. (Tes; report revised on 01,0446 and 02211-1016) 3. Test report on 1).4jr Itifiltratiot. Tw, per FBC. T-AS 202-94 2) Uniform Stati( Air Pressure Test, per FBC, TAS 202-94 3) Water ResLsw tce Test, per FBC, TAS 202-94 4) Large MLssile hWact Test per FBC. TDAS 201-94 5) Cyclic Wind Preswm Loading per FBC, TAS103-94 6) Forced Entn--'.^est. per FBC. TAS 202-94 along with miuked-up drawings and ui�tallatlon diagram of,%inyl. sliding ghss docit. prepared kv Fenestration Testing Lab, Inc., T-st Report No. Fn 85-s", �ated 12i04115. signed and sealed by Idalmis Ortega, P. E. (Tes: report revised on 02 15 16) 4, Test report an 1) AirInfiltratiot. Tesi. per FBC- TA S 162-04 2) Uniform Static Air Pressure Test, per FBC. TAS 20-'-<-)4 3) Water Resistmice Test. per FBC. TAS -1021-94 4) Imp Nfissile InVact Tel per FBC. TAS 201-94 �5) Cyclic Wind Fressiare Loading per FBC. TAS 203-94 6) Forced Eutry":`est, per FBC, TAS 102-94 along with mariced-up dtawingsand installition, diagrarn of vnkyl sliding glass dooi. prepared by Fenestration Testing Lab, Inc.- T -�t Report No. FTL 8548, dated 11044.5. signed and siaWbyIdabwOrteg,a-P-E.(Tes repor revtied oti 01,`0416 mid 0211116). Ishati L CUnda, P1. ProJurt Commol Unit Snpord.,,or NOA No Espiratiou Date: Apri114.:0'.6 I .4Vreval Datc. Nlarch.f. NZI E-1 C GI Windowi and Doors. Inc. E: EVIDENCE SUBMITTED NOTICE OF ACCEPT.1L E. '-%L-kTERL-kL CERTIFICATIONS (con tinue) Quanex Part Super Spajer 5taud,i id complying with ASTM C518 Thermal Conductivity 0.881 BTU-ini hr.-ft-'-OF, ASIM F 1249 WVTR-Pais. ASI]NNI D3�985 Oxygen-PaW ASIN4 E 1190 I.G- Durability -No Fog-Pass.40nifted tinder preworo NOAA-o. 15-046.9.05� 6, Quanex Part Durastal complying with ASTM C-518 Thermal (`onductivit�y -1-12 BTU -in., ASTNI F 1249 A7VT1 -Pass, ASTM D 1434 Argon Pemieance-Pass. ASTNI E 2189 I.G. Durability -No Fog, -'� Sl-.Nf E 546 Dew Point Dewbpnmt -2-00F in 48 hrs. (Stibat ftled nadrr AWAJIVe. 1M-, 09. 65). 7- Vision Exhusions, Ltd Paris complying with PVC-.A--'0,Lk 303-13., Voluntar; Specification for Rigid Poly�yl Chloride (PVC) Bxterior Profikes for Vision Dxtaisious, bd�-VEX- I by AANIA Fenestration ExteriorPro �� de (: ertificillon Program. (Sithinifted underIVOAX& 15- 0409.0s) 8- Vision Dxuuilons. Ltd - Part,, coln� 4ying with PVC-AANIA 303-13. (SubmNed under X0A.Vo. 15-0-09.0) 9 PV- C-AA1,v1A 303-13, Volurttary Specificamn for R;pd Polr�'tir,.l C'Wonde (PVC) Exterior Profiles for Vision Extrumons. Ltd.-IVEX-1 by AAMA Fenestrition Exienor Profile Certification Program. 10. Notice of Acceptance No- 18-121-.14 issued to Energi Fenestration Solution, USA, Inc. for their -Tan 3040 & Ught shade j non -white) White Rigid PVC Extetior Extrusions for lVindows, and Dooti7. expiring o�l 02,10*21. 11 Notice of Acceptante No. 1"12-2.02 issued to Energi Feue�vranoa SoMim USA. Inc, for thm SC mi -White Rigid PVC E-, retior E3itruiious for Windows And Door� *, expiring on 02 *28:23 12 Notice of Acceptance No 2"20 * ;.03 issued to Eniergi Fenestration Solutioti, ITSA. Inc. for their "Bronze & light shade c;,,p coated IN'hite Rigid PVC Extedor Ein-usious for 1110donsand Doors". eV.iring c-,, 044625 F. STATEA-EEN-TS 1. Statement letter of conformance to IB( 76 Edition (2020). dated 04,,?2n-O. issued by, ra�. signed and sealed b `Antlioiry L-=Millm P.E, 2. Statemen lefter of no fitincial Literes; and of independent. issued by mamifacturer. dated 04q$,n.0. signed and sealed by Aitthony LNmn,%hlkT, P -E 3. Pnvile Libeling Agreenrm do� onient �etwew PGT. dated 03,30,15 and signed by all iavolved parties% G. OTHERS 1. This NOA revises'NOA# 17-0420.06 PVTwiCGI) and updates to FB( 2020(71h Edition). expiring 0+7� 1,21. RER Test proposals #19-1155 dated 0 10,20 approved t�y Ishaq L Chanda. P.E. CV=9 04-14,"1 1. E -S I-h.%q 1, Cbavd3. P1. pmdurt ccatm Unk supenim N 0A No. '.1 -0:0-0 Erpiration Vatc April 14,-'026 Appro�al N fuNlarch 2F. :021 PGT Industries. Inc. 'NOTICE Of ACCEPTXNCE: EVIDENCE SUB-AUTTED B. TESTS (continued) Test r"rt on 1) Air Infiltration'Tes4, per FBC, TAS 202-94 2) Uniform Static Air Pressure Ted, per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS'202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) C,;chc Wind Pressure Loadulg, per FBC. TAS 203-94 61 F ofced Eatly Test. per FK . TAS 2 02-94 along with awiwd-up drawings and installation diagram of %inyl slidmg glass door, prepai;-.., by Fenestration Testing Lab. Inc., Test Report No. FTL &1;49, aated I 1 %115, sipe-' am: sealed by Idalmis Ortep. P E, (Test report revi�ed on 1211044 5 and 02/11 �'16) 6. Test report on Iahkfation Tes-1, per FBC. IAS 202-94 "� Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS V2-94. 4) Large Missile- Impact Test per FBC, TAS 201-94 5) Cychc Wind Presstire Loading per FBC. TAS 203-94 along uith marked -tip drawings and installmou diag= of vinyl. �hding glass door. prepared by Fewstration Te-iring Lab. Inc., Test Report No. YTL 8552. dated 1104414 5, signed awt sealed by Idaltub Ortega, P. E. (Test report revised on 014 5,2016) T Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 2�02-94 2) Large Missile- Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 103-94 along with masked -up, drawwgs and uistalLition dlagr�uu of vinyl slidiiig glass door, pfv,!,-- by Fenestration, Testing Lab Inc., Test Report No FTL 6638 (samples A-1 thru A-221). d,t,I� I I �� 191' 10- ik=d and sealed by Jorge A. C 211SO. P � E. 4n but bled a ader JVOA Are. I I- W 0 7 04) 8 Test report on 1) Air, Infiltration Tw. per FBC. TAS 202-94 2) Uniforni Static Air Pressure Test,, per FBC . TAS 202-94 ;) Water Resistance Test l:vi FBC', TAS 202-04 4) Largelklissile In4yact Test pef FBC'. TAS 201 -94 5) Cychc Wind Pressure Loadmg pet FBC'. TAS 203-94 6) F�rc� Entry Test. per FBC, TAS 202-94 along with maiked-up drawings and installation diagram of vinyl sliding glass dooc preliwed by Fenestration Testing Lab. Inc, Test Report No FTL 63,37 (samples A- I thru A-51 date�.l 11,0640. signed and sealed by Jorge A. Cauw, P. E � (Slibitiftfed under.N"OAX& 11- 0107 09) C. CALCULATIONS L Anchor verification calcuLatioas and structural aaalysis, complying: with FBC-2014, prepared by PGT. dated 12-001 5and List revised on 01115`16, signed and sealed by Authonyl-- N,L-Uet, P E (Subutitted underNOANo. 15-1210.01�. 2. Glazing conVlie�. with ASTNIE-1300-09. I-A2q L Ctanda, T� E Pro duct Control Vult Sup*r-r i Explr2donDate: ApprovolNt*j Marth.16, .101.1 E PGT Industries. Inc. NOTICE OFkC(�EPTA.N(L:LN*IRLNI�E�LB.\LITIED 1. 'Neiv Evidence Submitted A. DRAAVV�G-S 1. Drawing No. MD-5570.0 Rev B, filled'Virly! Sliding Glass Door NOA (LNU-. slects I tbrough 21 of 2 1. prepared by manufacturer . dated I 0?D511 5 and List mnsed on 022-101:21 signed and sealed by A Lytin.Nldler, P E� Note- Tlas reviclion consists replacellent Of IWlt MSTW2 116tallatiOU Screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1, None� D. QUALUYASSURANCE I. Mami-Dade Department of Regulatory and Economic Resource;, (RER) E, 'X4,11RIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray.kmedca. Inc. for their .ers . expiraig oti 07 0,-� -A "Trosuoit ntrack-air, Clear, and Color PX'B Glass laterla� 2. Notice of Acceptance No. 17-0808.02 issued to KuraravAinerica. Inc. for thew 'Seutn-Glasl, (Clear and %Alke) Giass Interlavers". expiring on 07,04,23 ) 1 Notice ofAcceptauceNo 18-1106.10 iss� to Vision Ermisions; Lbuited for their -'Bi own Coated (Painted or Laminated) White Riod PVC Exterior Extrusions for Windo'n, and Doors". expibng on 09 30!24� J Notice of Acceptance No 18-1106.11 issued to Vision Extrusions Limited for their series -VE 1000 Tan 202 aud lightei shades (Noik-White) Rigid Celular PVC Esterior Ein-usions fou Windows and Doors". eViring an 1-),,29QI. F� STATE.\KENTS i I Statenicul letTer of couformmuce to FBC "" Edidou (2020), dated 02/01,'21. issmi", by manufacturer. signed and sealed by Anthony LNMn'.\,1ilIer P E. 2 Privre Labeling Amemmt dated 03.109,21 between PGT ladwmes. Inc. and Windows and Door� Inc , siowd by Dew Nt Ruadr, P.E., V.P - Engi:neering. on bek.,, Wt h c on4maie-s G. OTE[ERS I This NOA revises & i-enews NOA# 20-0429.015 (PLA wiCG4 expiring 0414t.16. 2. The current a-�socfated PLA CGI file ;:21-0 205.01 expmg 04,114/26. E .6 1-.LNq 1. (h.,tuda.P1. Product Control Unit Svp#ni-or NO.% No. ' .1-ONF.03 Expiration Dato: April 14.20:6 Approval Da-t#: March 'F. 2021 PGT Indwi-, Tries. ln� N OTICT Of AX ( EPTA-\CE. EVEI)ENCE SUBMITTED D. Ql-.UM- ASSURXNCE, L E � '.NL-kTERI--k-L ( 1.RT),TI(',,kTl(Y\S I \,-.t - �. I . - �Cii tCr, � o: � -: 1; J J � ": '%',� llilt Rigid P�'( I.-TvNI iol, LX(1 w;ivlls fol \% iltf�lul�s And Duo] s'. dated 08: 13,1,15 p'u-m �,,, ol, 2. Notie"t �,l 1000 Tan 20.1and hghter Sliadt-, Rigid 11\'(.- Lxtetlor Extrusions lot \Viiivlows and Doors", dated 121,08116� expiring oil 'Biown(oated(Painted Extrii.4)tv foi Witid(o� -Ind Do�,01- J�-ite,JO�S, 1-i 1.5, expimuc onW,30-19. Extriiii,on-i for, Windows aud C,6 I "'W4 A. .. 1, - ': ollu- - 5 Notice of Acceptance No.16-0712.04 lssiied io ENERGI f"eueslra, tion Solutions; tTSA Inc. f,", ilv�j- 'Bi on zeand Liglm�i Stiades of Cap Coated Rigid PV( Exn uioiv, f. r indowsaud l"001 d3ted 0 516. CXpirMg 011 �'4 'I - 1. ( � �., led - o ENTFIRGI Fenf,�%-atli �n S,.-11 liC "I 6 'Noticii- i"I I - I 'M hv- fi-, \Ibiu� RI-041 f\'(. LM(1101 EXTIAV;10119 f01- �N 111(10� i� .111d [)Ool,� J;,Ied 013,10 1 I--, �clx)lls No(s)� 341,�. pef --kSTME-84. issued by EXON�-A ExtnLston for cellulosic S i� b.,i; irted unifer,V0- 4 A6� 11 - (110 04) of A c cept inc e N o. 14 -0916. 11 V-11sup d f o K w ;�ia-,- A I liel Ica, � I ac for theu learand Mbtfe) Interlal-pt exioumz, �011 o',7,0,4 IS. rl� t-- of A cceptance. o. 16- 1117.01 "stied to Kuia�� :iv A inenc��a� Inc. for thm I I osifoll 11tradear. Clear and C olor PA'B laterlavers". expiring on 07 0819, Y. STATE11ENTS b% 17� �,tgned& Se;'dtd;"- P E. Amled L,� L,-,, P.E 7 , i 1, I;- r 0 All C, t e a ve t', I f e !>Ctrv. 4 Rf R T,� I-nied P,E- of'Accq�lanceNo. 15-1210.0L isskleid ln�,Iu;,rnrs for thimsenes 54-0'27-70" VinylSliding GlassDoot,(Reitiforced)- L.-A.l.".cxpiring =04�1*21 ,E . ; Llo4f. (-*haudA, P1. F� o:Jwc (oauvi Utut Supervimr NOA No� E xpalra fion Da st � April 14, 1\3\. 2 1 lot, V . ksSIS1, JIM. "008te Bt IWO 'View i�p ? S , tot C-0013111-0 \qkth Ykahl hl Bebta k"ne March 6, 2023 Cn >= 2 (n a) 0 0 a) 0 .0 C:) > Cn E 2 Ln = Cn M #0-- 'M cl 1- -0 . = Cn < Z Z W mi C/) ILL) > 0 > 0 OL < 0 0 L- CL U) CZ CZ LLJ < a_ SHEET NO. PA1A cr) > MIAMI-DADE DADE MIAMI-DADE: COUN I Y C; C) 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC .1"14 1 etc J, S'�. LLC C�L DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stir"t, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Finrida 33175-2474 1'(786)315-2590 ["(796015-2599 NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED NOTICE 01; ACCEPTANCE: EVIDENCE SUBmrrrP.D NO � kj,'� 01,'ACCEPTANCE': EVIDEINCE St,13NIIITTED NOTICE OF ACCEPTANCE (NOA) www.miarni3Oydc.zo*.1e( �n oo m� C) C/) ast-Crete USA, LLC 1. FVIDENCESUBMITTED UNDER 111RE'VIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 j,xu)vm v stualurrED UNDER PREVIOUS APPROVAL # 14-0903M.-2, 2 0 2 6324 County Road 579 A. DRAWINGS A. DRAWINGS A_ 1.) RA VN I N G S 0- q 0 Seffner, Florida 33584 Drawing No� 11*1)4612, titled 'Tr� ctlSt Wid Prestresm'd Linivi PeiaiA I o/ /, L Drawing No. FIJ461,?, tided "Precast and /YVS/i.e�ised Lintel I)etails".sheet I of 0 c_ = .0 T" prePa red bY, Craig Parrino, P. E.. dated March 24, 2003 and Drawing No. L T4612, titled 1, prepurtil by, Craig Pai -1-ino, P. dated March 24, 2003 and Drawirk�, No. i'l j ti�,d I �rio� m", A 1). 1, o�� t. "r(w 1 6 & 12 C) _0 C13 cf) CU 0 -0 > SCOPE: "Cast -Crete 4 ", 6 " & 12 " Lintel 1�afie Load Tables ", sheets I through 3 of3, prepared by LT4612. lifled "Cast-(",rete 4 '', 6 12 " Lintel Safe Load 7-fibles ". sheets all E 0 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials, Craig Parrino, P.E,, dated Marc 124, 2003, Iasi revision#] datedApril 28,2003 both through 3 of..?, prepared by Craig Parrino, P. E, dated Alarch 24, 2003, last �5 CIO 2 0_ I lie documentation submitted has been reviewed and accepted bylklianii-Dade Coujil� RER- Prodti.1 Control drawings signed and seated bY -aig Parrino, RK revision dwed;k4circh 1, 2008, all signed and sealed by Craig Parrino, P.E., on c _*.-j U) 0- Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 201Z'. It. TESTS (AHJ). 1. Test rel.wri onflexural testing oti .1 6(V� 12 Precusi (.,'oncrele Liwcl-� I'dled and t None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have 0!filled Models, total of (13 by Applied Research Laboratorh v, Reporl,N'o. 30404A, dflh'd 04,101103, wgpwd fmd B. TESTS None. 20J.; p,p"'e's 1 ),6 this product or material tested for quality assurance purposes. If this product or material fails, to perform in the se,iled h,v ChrislapherA. Hamon P E. C. CALCULATIONS 1, h, P I accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ inaN inimcdIatcly revokc. modit�, or suspend the use of such product or material within their jurisdiution. Rt�' R rcserves the right to revoke this acceptance, if it is determined by Miaini-Dadc County Product Control Section that this product or material C. CAIA14ATIONS 1. C-alculalionsfor Cast -Crete Lint, -/s, ilaict,101129��'03,20"'pci�,,,(:�,�, prepwedb.� Cjaig, D. None. QUALITY ASSURANCE 1). QUAIA I R I, ltfi, 1! 1 1 ool i,�, fails to meet the requirements of the applicable building code. Parrino, P. E_ signed and sealed ky Cruig Porrino, 11. E. I By mialni-Dade Countl I)epartment q/ Periniffing, Eij vironinent, and Regiflijif 2. Calculalionsfor Cast -Crete Lini� Is, dated 05129103, 140pages, prepared by Craig E'.. fNIATERIA1, I-,R I Il- WA i 10V, 'I'his product is approved as described hercin, and has been designed to comply with the High Velocity Hurricane Parrino, P. E., signed and se(ded �y Craig Parrino, P, E, E'. N1 ATERIA 1, CER I'IFICATIONS Zone of the Florida Building Code. DESCRIPTION: ( Cast-Crde) 4", 6" & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: APPROVAL DOCVMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintc I Details", Sheet I Of 1, 1. Qualitv, A'slem Xfanual��or Cast , 'rete Machine Made Precast Liniels revised on May 1� 1". (TTIIER lefter ficml I 'o,"I prepared by, Craig Parrino, P.E.. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"' 2002, J. Letter ftoin Cast-Crele Corporalitm daled Febritur ' v 03. 2012, signed and.sealed i . rig L oint.,)bance ividvfhe f iari,/Li Buda'ing c.'ode, 20) 4 Edition Lintel Safe Load"I'ables", sheets I through 3 of 3, prepared by Craig, Parrino, P.1"., dated March 24,2003, last 2. Cast -Crete QualityVstem Man t, - jifor Prestressed Products dated 2002. by Craig Parrino, P, E., cert�64ng compliance with Ilk, P'lorida Building Code, 2010 revision dated June 12,2014, all signed and sealed by Craig Pan'ino, 111'_ on Janultry 22, 2019, all bearing the Miami -Dade County Product Control Revision stanip with the Notice of"'Acceptance number and the expiration 2. EVIDENCE SUBMIT"I'ED UNDEI� PREVIOUS APPROVAL # 08-0320.09 Edition. 6. DENC E Sl iI3N'jl`j"Ijj) I �NDFR jS,1%PPRONIAL 9 17 082 1. S 1) 1?:� Nk` I NC`.-, date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EV I DENCE SUBMITTE-11) UNDER PREVIOUS APPROVAL # 13-0321.07 z MISSME IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled 7 eceml antl tintel Octesils", shcel of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the nianUfaCtIlTer's name or logo and the Miami -Dade prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No. L 14612, titled 1. None. County logo. RENEWAL this NOA be has been filed there has been "Cast -Crete 4 ", 6" & 12 " Linlel,,'a Load Tables ", sheets I through 3 (.?f'3, prepared ky Craig Parrino, RE, dated March ?4, 2003, last revision dated March 11, 2008. B. TESTS "A of shall considered after a renewai application and no C. . Lf" U 1, ATI 0 V, change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. I None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any, 1. None. C. CALCULATIONS L None. D. 0UAlA1A',,V,,,41 RAN(4' C. CALCULATIONS product, for sales, advertising or any other purposes shall automatically terminate this NOA. Iailure to comply with I i w�, w.lom�, (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSU ICNNCE (11-:11 ]1 FICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE BY,1hemit-Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advcrtising literature. If any portion of the NOA is displayed, then it shall 8 Aliarni-Dude County Building Code Compliance Office. be done in its entirety. 1". MATERIAL CERTI F1 CATIONS I.. 0T I I I` R INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors ana E. MATERIAL CERTIFICATIONS 1. None, Leiter with the Florida Building Code, 2017,hdition. i)j CaNt- shall be available for inspection at thejob site at the request of (lie Building Official. L None. "i, f-,'SA. Inc., dated 08/08/17, signed sealed bY Craig Pcirrinn P 'niis NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages 1% 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. i�e6y Makar, �.E� M.S. -;Afelmy A. A. Makar, P.E., M.S� The submitted documentation was reviewed by Helmy A. Malmr, P.E., M.S. 4�, P Control Section Supervisor NOA No. M0630.15 Proauct Control Section Supervisor Produel Control 1�(clk ti `�uper% NOA No. 20-0630.15 4, NOA No. 20-0630.15 Nolk No. 2U-0630AS H a Expiration Date: 09111/2023 Expiration Date: 09/1112023 Expiration Date: 09111/2023 J,.�prrnfion Date: 0911112023 Approval Date: 0&20/2020 Approval Date. 08/2012020 Approval Date- 08/20/2020 Approval DaW 08/2012020 Page I E-2 11 3 Cast -Crete USA, LLC Cast -Crete USA,.L],(' NOTICE OF ACCEPTANCE: EVIDENCE SUBMirml) NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1, Aone. B. TESTS B. TESTS 1. None. 1. Alone. C. CALCULATIONS C. CALCULATIONS Avg *4 1. None. 1� None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. Bykliami-Dade Counn Deparlinew qf Regulatory and Economic Resources (RER). 1. Bv Miaml-Dade County lkparuoje it ql'Regulator y andEconomic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Mone. 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 201 TEdition, i�sued by Cost- F. OTIIEIR 1. Compliance Letter with the FjL-)j_i(1a Buildbig ("ode, �20 7 &1ilion, issued ky Cast- I U) I Crete IJSA h7c., dated 08108/17, signed & sealed b,i Crail; Parrino, P. E. Civic VNA, hit".. daled 0&,08/.'7, si,ilned (V, sealed by Craig Parrino, P.E. q 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Leiter with the FI)rida Building C'ode, 2020 A'dihoa, i,�stded 6,, Cast- Crete USA. Inc., dated 0611 14A signed& sealed by raig Parrino, P ed > 0 A. DRAWINGS IRwe 'an IL 1. Drawing No. FD4612, titled 'Precast uird Presiressed Lintel Details", sheet I oj' C S? 1, prepared by Craig Parrino, P. E., devedAfarch 2.1, 1003 and Drawing No LT4612, titled "Cast-Crele 4 2" 1, infel&#e I oad Tables", sheets I joT comptia Debra 0 through 3 of 3, prepared by Craig Parrino, P. E., dated �1 lurch 24, 2003, last 4 -6-0 revivion duledJune 12. 2014, all signed and sealed by ()-ai, Porri o, P� E, on 0 January 22, 2019. =3 _0 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade County Department qf Regulalory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionfor a naine changc. LIJ < CAtelmyA. Makar, P.E., M.S. Ilelmy A. Makar, P.E., M.S. 7-1 (D Product Control Section Supervisor Pro uct Control Stclion SUpervisor I NOA No. 20-0630.15 NOA No. 20-0630.15 2-7 Expiration Date- 09/11/2023 Expiration Date. 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 0811.0/2020 __j E-4 E - 5 CL March 6. 2023 SHEET NO. 'A 1 .5 - - I �. I 11 � I r. _1 �*,� � 11-loolliiw � . - 11. I - . . � . � ".. I � ". r �� 1,, z �i� - -I " � , �. 4 "'I' . I I �� ;11�;.,., -1,11'. , - � I P //- :\ 11L1EC-_0%�FffqC. TILt IT TESTING a ENGINEERING COMPANY ...- ___________ _.- _ - __ V, I! i�! A fit; 11' Jr Ill FLV��64 ."An � "'O" A C I L� Iiiii PROE)UCT EVALUATION REPORRI REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stnrm Parf.-.1s PRODUCT NAME: 20 GAGE GALVANLPED STEEL STORM PANEL MANUFACTURER: Global Protection Producls LLC, 4800 S.W 51 Street DaAo, Florda33314 1. PURPQSE Of-EYALUATION; This is a Product Evaluation Report iss,md by Walter A. Tillit, Jv, P.E. (System ID # 1900) to the Global Prolectior Products, LLG, Rule Chapiter No. 6IG20-3, Method 1 D of the Flot ida Department of Business and Profe5sional Regulation t hl" lIwilL,cl if, �mlnqi Issue(i an Evaluation Report as described herein, and hitit� Open verified for rompliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that thre product Is for the purpose Intended at least equivalent to that required by the Coclo This. Product Evaluation Report shall be subject to review and revision it) case of a Building Code c1liange that may affed Its limitations arid conditions 2. FVIDFNCE WOMITTED: Z 1. PRODUC T EVALUA FION DOCUMENT L&IEDJ; Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEI.", sheets I thru 26 o'26 prepared by Tileco, Inc.; signed and sealed by Watter A. Tillit, Jr., P.E.; dated 07i28/2020 This dravvitir; Is an integral part,04,11601 Evalu.,viois Report owil ,,,, ,,,R A. t/��1%4, v / . ,)�N ,� � ........... , � ,Q',;Z.,, ,\Crtv,v,,-.��'%, , _=� _� I .I I i� -,.. S - - C? .. . S __ � -:' No. 44167 _'. 1 .1 2 *.' 14 1 - I � " � "t : . -it, :A . - :0�.. 6iA�t �- - _- " F I .,:*;,9 __ ' 0 % A. , � 1, d..1lopmI., ..., .1 .r ". ..... ..., 6355 NrW. -;6thSfi`(Vt,SUjTe305, Nimiiii Florkla 13166 - Mono: (305) 1571-1530. . 1 IIFIP.6441.0, I!RQ DJICIKN A&UALURLWI 22, TEST RF PORTS! Large missile impact arto ;atique ioad tarts were performed under Protocols 1AS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per 7AS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, f ric., Reports 4 96-660 dated 08109/1 996, #96-570 dated 0911 811 996, #96-730 datod 091200996, all three signed and sealed by Hector M 1,41ins, P.E.. Fen"iration Testing Laboratory, Inc. reports ?y 202 dated 041160998 and # 2126 dated 10/0.5,11998 witnessed by Gilberi Diamond. P.E, and Report No 0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P E. and Henry Hattem. P.E. Tens& test report No. 900- 197 oy QC MetalIvrq1c.al, Inc- dated March 13. 2CK)O. sqfied and sealed by Frank Grate P.E 1,1, STRUCTURAL ENGINFELSIN5, .. _(;ALC_VJ.PA11Qtttj: , On 20 Gage GnIvanized Steel Stofrn Panel for maximum panal length vs. design wind load, as wei; as rnaxiintim ancher, spacing vs. design wind load and panel lorigth hasea on rational and oornliarAtive analysis, and in accordance with st)(.11on 16 I@ of the Flonda Building Code Calculations prepared by Tilteco, IW_ daled 1 1,103/08 and 0�1/121115, signed and soalled by Winter A, Tillit, Jr., P E. 3-MI01LE A, N-CM. Large missile impact under section 1626 of the Florida Building Code, ,as per ,rA$ 201 Protocol. 4. "ND LOADS IR-ESISTANCE� 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel langth shall be as Indicated on sheets 8, 10, 14, 15. 16. 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.). drawing No. 20-176. Maximum Anc.hor Spacing shall be as Indicated on sheots 8, 9, 10, 1 1, 14, 15, 17, 18, 19, 20 25 aryi 20 of 26, of Product Evaluation 0ocumient (P.E.D.), drawing No. 20-176, rIA-MTALLATHM Installation shall be performed strictly in accordance with deteiis indicated on s,hoets 3 thrit 7. 1 f) thru 20, 2,i, 24 and 26 of 28, of Product Evajuiitkin Document iP.E.D.), drawing No. 20-176. Minimum separation to glass shall f)ct as i ridleated on sheets 8, 14, 16, 26 and 26 of 26. of Priedia Evaluation Document iRE 0 j, drawing No. 20-17& "Ot"Xi�-'r.7 � -�!17.401_7111. - . . ��. 4, ' '�" * (7 ' * - , �.O,! � \,ENSe ---7 4, I , ��--. v 7"FR,, .r -'- . * . i 41----No. 44167 - I I I 7 , = � : * ,,,,, �-,,J�."r,,V*A - ,_ * . " ,,, , -- STATE Of �* Q:, __ .. _q; . , ------- *,_1 � , 1� --- x k; =��O!i, � , . �0,. O�-.. loRilo, ..'# 'A , -" e, - - .. ".0 ,I., . . . , . . 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I , P..." �� - " I �NSIXIC, Ptuftn ,,4�� * . FLORIDA 6U1EU)tNG CODE (High Va4oclty Nu licarNe, Zono) "!"C"o. ..T * . I - 1 -11R. U.1111, ,,, I Rk "U1 "I r, - r C I : . I 20 GAGE GALVAMINE) STEEL STORN PAKL , I, i : * : OFFIFF, V I 10 " . r, I!- . . * __.____.__ - - . _. _________ %� . '-ft.c. si� r4TF,lp. : . . w/u/no i;� . _. - - GLOL4111 PROTECTION PRODUCTS. U.C. WIT, . . ... CELLING AND FLWR - I-AX . CRI01". .. � , ', / 11LIEC011...- 411,11111, S.M. 51 VNEE", - .... , C , - 7 lZf x a SiONCIFIRR, cow� i ftNi M 3331. , � �, * .. .=. =0 J -W (050-a- 15-11, No, 06-1100- ent 20- i 76 SECtION , ,,, . W-J- " -=_%�-i-_ . V.-�L �, $� 1 1011117. , ,,, CA-00011`716 - '. MX,m mwi .1 "I'Mr/mIrr Vull 4, P.iL I _�4�_.i_ I. - '. . . . =_ 1 441117 . 7._ � .. - , - ... "I :. _ ----_� = ii —,, % � I ____.__ - �....--.,-�-,-��.,.�,�-�.�---.,. _ __ A 1 kWIlUCIf�V,IAL,IJA,T-(Olq�XT,14.�l�(I NO %t.9%'tLW I "ATERIALAC�CTEMT � ,ICS AND SPECIRCAMW Shal be slectly In accordance with General Noter, and Components indicated on shei I -1, 2 and 22 of 26, of Product Evaluation Do�;urnent (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, c f Product Evaluation Document (P.E,D.). drawing No. M176. 7. LIMITATION$ AND CONDITIONS OF USF_; 7.1. 1ibli bc t0triclity in conipliarKe with Gruneiial Notes No 1, 8 thro 14, inijiCatwJ on sii,eet 1 of 26, As well as General Notes # 1 thri� 4 antj 1 1 thio 16, indicated on s;ieet 21 of 26 of Product Evaluation Document ir� F.0 ), drawing No. 20-176 prep,weld by T111aco, Inc. and signe<) and sealed by Walter A Tillol,.J( , P.E. 7.2. :"roduct may be installed wittiln HIGH VELOCITY HURRICANE ZONES as defir A on section 1620.2 of the Florida Building Code. 7.3. Piroduct shall only ba installed Into poured concrete, concrete block, and w000 frame structures. Prod,ict Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Honda License No - 44167), President of Tilteco, Inc. (Florida CA-0006 71 9). Ii,,%,006 #Flo% N 11i)4 f, ,O� <� N 01%, 11 * I �� 11, I klt�. 1, * , .. /,�� NS ` - ."�� -r w" . . , NA E -, � , " , oi� . '. . sk . � 11 ._.11 ��. N i 111 44167 '. = . 'i, = 1Z '" ; ,* : Z . , 11."� -6- � I � .. A.,O.,. STATE OF . ,.'cl I I -_ it: �'. rl_,-VE=,�-�, . . S, V" . W � (CRIU '. I , �o. ... , "Nork*1 .. *1441f i i , " OF ,N- 4,10 WATL 0.1 T!� "FCO An'00N AUCORrS - P. F RFP`!IRT �O � (`,L.!-ftA1 PP0(eC`n0N P�?nniic,�,, I I, . *�(, c.-,�i + GALVA�41ZED STEEL STORM PANEL, DRWE24 20.1 76 �ft-QRJ 0 20-07W)l /T I L I r=c . t�tr4Nc- N�6 TILLff TESTING 6 P,NGINEERING COMPANY - - - - ___ __________ WALTEII.A. TILLIT, JL_r'.E. tilteaX&O'Coal PRIMPAX-T. FVALVAT1(&_RtP()RT , ,�. Kr 1,J,_ N, 44HV 6 �ItNO NXWO REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Sh.fflers PRODUCT SUB -CATEGORY: Storm Panel-s PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Goicobal, Protection Products, LLC 4800 80. 51 Street Davie, Florida 33314 I.PURPLOSiJE OF-eVALUATION: This is a Product Evaluation Rit,x.,ii iqsu0 hy Walter A. Tillit, Jr., P.E. (System ID f� 1106) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Rogtilation Thi% proLluct is bi.wiq bsued an Evaluation Repciil as descritted hervin, and ha,�, been verified for compliance in accordance with tho 2020 Sovoolh Edilior, of the Florida Building Code, and to verify that the product is for the purprAo intended at least equivalent to that required by the Codc. ThIs Pioduct Evaluation Reporl shall be subject to review and revision in case of a Building Code change that may Altaint Its limitations and conditions 2,��B(IQIENCE WEIMITTF Q - .E.); ZI., PRODUCT EVALUATION DOCUMENT i ' P,E.D.'�: Drawing No. 20 175, titled "24 GAGE GALVANIZ6 STEEL STORM PANEL', 1,11Aells't tht,.� 1 8 of 18 preplirod vy Tiltew, �nc.; signed and sealed by Walter A. Tillit. Jr., P.E.; dated O7i27;2Q20, This drawing is an integoin ",Qls Evaluation Report, � " t . ;,, , � -,L�, : ... t�i�?,,�, , ,�'J. - - .. , ,/ . . � -1 -* - " \ � -..�' � 10 � .11 VtEII ? ",�� - - _ - ,,,Ei;_7C -5� . -f - �_-;!-'nLf6---:---*--i4167 *'. z, I ,7.,,4,0,� * -_ , I : - - 11 ,.�, * .*- _ .. __ , 1_,C_k,-_ st4i�i:014 .,-a_- i . .P.. ,,; , � . 0. % , S. x,1.*..,'1om0,.. ,.,i��,�-' .. . x � , . 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LkWtir Pf.`,Iii,_1 � '. 4 , 1- 11?S1 FLONDA 9L)ILUiNi., COLIL ixigh vel.61y 11"I'lcono zo.4) , ., �11 11 . ___ �Ilk .i ____ - 13E,414_7i 00 - S"Al. NFKA, % IN I . --.-- TV I —1 11-1 11 I" 'HT 1"',�I,,, � I ,,� , ,� DiC101, OXAN, IF, PALF" - z � - . � 1��o %qro IN, __ � , , � :1 ,j m9w,3 ,e*, a : .. I 101 UCE GALVAHRIED SnEL STM PAMEL I .:: . , - A�',��,�L`11��7 1' I *. No 44167 , , � _. ��`s. =3M A -A � * ` - r, 1 I , F__,_ - wfu/na m . %,*1.;-- - " I Stoa 1'�&.,' % ..q., c i �1'rr - - I __� , colwe� \ GE.38AL PROTECTION PRO-OUC_TS- I I C-1 bor", 1, I �, . ,TF OF � " lz, I- I " / 11LIE , - I - .. , 1, ---.. 1 L� AA, TrT �MKERS RFIDIAREP AIJQF...�)h r ..., . � !�% 'EX ..", . 1�1 - ,1)1�1, 19 � , e, Z,P,z,,,, �im,r,fiiri" a C��iift.o cow-v - rL 3MI. , � � � " WK. - *� 6z wo-Ank ,%,AFir rotwA.— -4 1=1 20-i76 �� POTTOM-t,R�4cm�,�-.t,Djh�ILW.��.�l��11--��.,E-Q(,CQ�".,6y,"!�I _5,',tm.R ,, jk-i;�- :iR,k. � 'm , FIR '. _� 11 I � "'i � �� - . . - Us. ��. __;j. co� � I: 11 , -I I I "A'." ", I I I,� I . -,- � 1� Fio ,� � , i _ 1 4 � 1. - . , I � 1, "', �4 : � 11 - - .. %._ _______ � , . - . � I .. , _____ _ �� ................ .- I l'i�iL�l'�t'(-I,iftAlj",&U").�t-LiLEQR,f J.1011979=w 2 ZW, TEST REFORI �3; Lnrgc� rniissile irripai I load tests welis performed under SGTI) 12-N) stanclard as Pei sectlit"n �609 1 � ,�I,f PIC Florld,�' SWIldirlig i""ode Uniforen slatir ioads as per Section 170141 1, p � A�;TIM F'00 Tl�Hzi( repoils prepared by Anverican Te5t]IN Lab ofSouth Fli �`*qx)rl 1, fo3l it W-C"I dated 03il V02 witnossed by WIlliam R. Mehner, P,E , E i I. moiii/ P.1H. and Henry Hattem, P.E. and Rieport No. l)219-0111-09� dil Febru3r� 25� 2009, signed and sealed by Edrrundo , Lartaospada. P.E. and Hwiry Haftern, P,E. Large missila impart and cyclic loAdfrior; per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida Suilding Code. Test Report prenared by Amencan TestiN Lab of South Florida, Report No. 1123.01-10, dated Nvvernber-23, 2010, signed and sealed byJullo E. Gonzalez, P E. Tensile test report N#ii 9C ,M-1,'AP 1,y QC Metallurgical, )nc�, dated March 13, 2009, sigroo and sealed 1�y Frank Grite, P,E, as per ASTM E-8 and Tensile Test as Per QC Molaolurgic.-O Report No, 1 OKM-1 318� dated December 1, 201 0 signed and lealpd hy Jorry, tatJofano, P.E, as per ASTM E-& 2.3, STP,VCTURAL ENOJNIE.ER)14(,;-(;At�,r,ULATIQN.S.; Or 24 Gage Galvanized Stp.ei Stomn Panel ior MaXiEnUrrI paneil length vs. design wind load, as well as miximi-imarichor spacing vs. design wind load and panel length baged on relionai and,,wipvrative analysis, and in accordance with section 1604 of the Florida Buil(1,Ing Code. Calculations prepared by Tillecoi Inc., dated 12118110 and 08i27113 (for this revision), signed and sewelt'-d ty wafter A, 71111t, Jr., P.E. I 3. MISSILE IMPACT RESISTANCE: Large missile Impeci urd,:� ,,�&,,-,ti, �, I 1 dl)1.4.1.2 of the Honda buddiriq Code. as per SSTD 12-99 Standd-, I and TAS 2r-1 . 4, WIND-LOAMBEW" INCE: .TA 24 Gage Galvanized Steel Storm Panisi ha% h-�-en v6; lfic�d lo sustaiii .-jirij pfessuiies Max1rihirn paiiel lenoln 3hail bo as indicated on shenis 32 9, 10 I 1. 12 aELc 17 rif 18 of Prcxluct Evalarokon D-,cument (P E U ), drawing No. 20-175 Maximurr Anchor Sliacitig r.t)io 1poi as; iridit;ated rin sheets 5, 9, 10, 11, 13 thru 16 and 18 ul 16, of Pirc,juct C. ,,,aiu,jtki, Dovainerlt (P,E.D.), drawing No. 20-175. 24 4,",<iie Galvanized I,ileol Storm Panel has been Yertfled for code compliance to work as a non-porow, storm chuttor assembly. as por SSTD 112-99!ztandard ,,i,%%W1iI1lllt,,N;0 10,*R� �Jlti,,X �, :"_:," I ,,�.,T� ,� I- . , lorl� 5,4 1. I 11 �11 - I �-,. I .. I � i� � �� I _ . . , ; , � ; t,., I. t� t .. - . � . ;1 ; _...._.._1._ ,� - ,� � * . _. * i .- 1 ----,4 1 S -'. STAltu- ,,6 - �- % -:P � '.,4� . S C?e' . 1� im I ir� �, , , "'� ,e 111111,�,,,� - 11 . - -_N�1; ,Z' . . 11 '1'' "�L- ,�- "I'll, IONA�_"" ,,,�" t1ifflol,101", I ____ k RA;T I1%1,iiLV.�ql0jN RYTOREM-1.111A727,11; "i 5. INSTALLATION: Installabon shall be performed stric' " iy in acci�irdarice with details indicated ,:In sheels 3 thru 8, 12 thru 18 of 18. of PrvduQt Evaluation Document (P,F-,Q.), drawing No. 20-175. Minimum separatiors to glaq-i ;4�all 1),-,i as Indir.!Nted On sheell 3, 6, 13� 14, 15, 16 and '8 of I &� of Produc.i Evalvation Documont (P.E.0 �, drawing No 20-175. 6. M4TERIAL C HARACTEWTICSAND.-SPECIF I CATION$; Shall ke.strictfy it) accurdnry,e with General Notes arg-1 Com-Ponenig; inclicattic on shoot I ,and 2 of I a. of PrfiElijrl Evaluation Document � rl.fi.D ), drawfng No, 20-176. An0u,ir speiJfh,;afirjns �h�ill be al.s indicatod oti s,he(-t I of it), ol Product Evalvelion 01,1i;i.vTON IF';:,[) �, drawing No. 20-175. 7. UNITAPONS AND CONDITIONS OF.Ulft, 7 1 Shfill ofo slort;y in comphaoce with General Notes No. 1, 8 thru 14. Indicated ,in shect It of 1 8 of Prodoct Evaluation Document (P.E.D.), drokiwing No. 20-IT5 propari,d by Tjoeco, Inic. and *ned and sealed by Walter A. TAR Jr_ RE 7.2. ProdLict shall not be Installod within HIGH VELOCITY HURRICANE ZONE�% as cefined on section 1620.2 of UP& Ficirida Building Code. 7,3. P'toduct shall only be installea into poured ocritcrete, concrete block, .-,nd vurlicid frame structures. Pfcdtl(t Evaluation R-3porl wepared by Wallet A TdIlt, ir.� P.E. (Ficrido Licanse No. 44167.). Prosklent of Tifteco. Inc (Florida 0 ,A-0006719) ,", ,,,�- .. , -:, S ,�I,' . - , -, - jpl:a� - - -, �, %C� E. � , I I �111 � '9 . , -:nl:-S�, L� " ,11.� 711�: 1� ' I ,� . --f- - * , 1 �� ,,�7 . . , � lk.4,., . I 1� " ,-, * - - WATI, I � . ��'�IlLrt'�C�OADfACir4RP.CO�tL)4��p L.PLPE)R7.2,'I�t,;Lkdr8p,l�i1q:,()#4.;i,%.PKL� I L L P� , r. ,-- § 61' CiALVVAZF0STFFl,S7QRMVANE =20176iRLPORT#20.0727,0, ��% 04r;nlu ..."*, "I S�l __.11..�.N N. , - """, 417,.�,�,I� C. L ""i - -.------. __ - ____.__ __ - ___ — — ___ I/A, 2/,d. 3/4 4/4, 5/5, 7," � . I I 1 4 J, . I* G, .,� . I - , t. . " , i,-, 4,,,i M 8 A Q . . � %W.. ! ,,,- wor ,cF �rc.,�. ok %Htt,�, ,o & iI . Uh. - i .1 .- ___ __ 0 ______ __ 0- ____1 --- -_ - - ____ - I , �, ___ - - � . ___1 --- � , -I--- I � � I ! I 'I I � ,!� �c . . � ED 11 I : 6 I "I � I I I --- I ! 1 � _ L I 1 ��1]41�,, d I I 1"" 1!ll: ! I ;; � - . . - . - - . !� T - �O� I :� � -l"I" �i�Lp"NfL� W/ li/�If 1 11' i X", I �,,, � 31r" 1!�, � I , I.1 11 I 11 I : I V3 i � I �� I I III. � 11 1� I I ! I D-ML.9,�4 0'4�, k"4" - - � ., r , ,�� -t ' - -___=__.. * .... .,.,,. - _��. q),r;,`. "i)"44P'� (�'�, --: .... .... . 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Ms.� IN Alift VACTAV TO AS PER 5-C,HEDUt.I:S :N SHEET 3 'C) IAI ATPOIN � pop . i NEW WOOD IRAITAII CONSTPUCIiril,i� Wi:,i — MCNARERS �O BE SOUTHERN PINE No 2, NITIC, SPECIFIC DENSV ()I 05FI DIP FOvAL. .1 .__ .. 11 ..__...__...___._...1 I- _. --,-.I � /'Pri A. 7?I � , IT /#00� .. 11" '% , tic EIV,I _ .. " III - ...�� , S . III I . _ _ - � , S _S .. NO. 44167- � =� - 111, __ ;Ic - - " 1W � - 7' 7. 1 11 .-. 1. E " � � 1� . k - ,IATF OF ., .� - I � , ,14 11, z ,_ ;.--A, . .1 - . __. , -, `T�4�, -, - I T", 14"o, J� .L �. �! , N AL ,7 If ��, I", I I, Zz"I . 7 .... -_ .. - - . ___ FLORIDA BUILDINIG CODE (Non H.".IVI..�_L�rL �'..'__i.' l- Z'' I I :I, 24 ;At,'f SALLYAW.'fi) ,lif! ,, 1H %IATAl, il I - , . � , - . -_ ------- - — - __ __ . " "" � I L I k C 0 1 GLODAL PROTECTION PRODUCTS. LLLC.�: ",I,! — __ -W % W. so S"W INAI It, .. 3l, 1-0. 1, , �Hie T* - - -, ` I N04 (INAIX.I., II r., Ali 'L . . . I � --,---- - --L----- - . I - - I ". VIAT' CA, ,IA - __ , :� � .. - it�,, "I,"i : III, � __ __ virAI ;III ;I .. ... ... __ - . ...... _ , , I , I . !tj,_1. 'III . ,-- 1-_^-A':�-_-77_ � - __ ___�l 1, _j__ - - -- SUM 'a 0 a) (3) r- (j) -0 —cu > (3) -I-, (W.) d) 0 r- — I L_ (3) L_ C�L C__ 73 0 (3) C:)- 0 SW_ r-- cu -0 Q- , & 4-0 0 (1) -iIIIIIIIIIIN U) Q5 = a) =:) -0 CU 0-0-0 -cz . - 017) 0 - = 0 2 0- c E �2 a) 3: = .0 U- — 0 1� TO AWI..- 0 CIO > Cn Cn a) 1W__ a - S ca_ "F U) Cu 0 I+- m n o- iI- -0 . C- C/) < CMOs 4 z z W mi (n 0 L. (3) (1) (D c- _11iI`_""""`III` +--a C/) 0-3 M > 0 SW_ U) 0- 0_ III (1) -*-a (N.) C— =3 —0 . M 0 " 0- 0 (3) " U) (z L. : CO I �1 I Lu 2E < 2! . z < . _j n I ___ - SHEET NO. IS H 1 3. I ___ — I I I I 11 I I 1 1 , I I- . - - i�l 11 - - , I I ,t. t.- - . I .1 , .�- �J,iNl000yjmm�lo"r 1,�igaimiwPW,I, '!, r�:,Vle � MLOW COKAETL 171:04"l k0c. On 2,..* tol Nk-4 RFQIJXW ! I 4, 11 I I. 11_� "" " I , � -1 I I If., ,N�d ol"Aft I 0 I ,�:".. -o I \_1 7_ �- - I - 11 ./ 1 7 1 � � ,- L, 2' X 4" 9 Al : , � - 31GO:41. 00 I � me, 74, h1t. , , 4. 1 1W A, N _� �__1.11_1�' CASE A (PLAN) SCA(f 1/4*.I" ___ - __ __ ---. ,______ _____ - , __ _____ - ND CLOSURES DETAILS FOR. IN _ VALLAT�9R.-IX.P9i _Q_0N:i QArLIT IN L=A__rj�% tl� ;)ILJKM , rj51`fLLl,IlJ_,-).,L,;l I I, 11, , I � � �4 i-� :i4 oR PIA'Ant"a"'R", I i .Al I ..I I ft�. , ;,.., 01" "Aloo, I I I M' AL01 1-i- c` �,,,, lt; I ,4) & i , 51 M. -1 11-9 w0l "I'a, ,-o", k.w mol Iontl ��,*. 1 31.* ." , I j - - , t III,?' I, . IARCON 0 1, , � . I (j" I&F. �',� , � POEM c.wcW="_0. 41- I / 1 I I I ,/4'0 . t 3/4* 74-CON - - ot - 21 � U44M 0 it 21/ IiI , � I,- _-�t.,�4 C I I i 21.41 WOOD I'llmooe RWMVD I I ! (A(3 . 0 pe, I ,�L , , I I 11 ,� ,, � �p . I , � '. , L , --",\ — ] � I" le all 7 � I I : � - — f ,/ / _ I - - _______j I I , I J Ift,tmoIlolt. 'j; Lv,r.t-::o- ".f1f t . a. 1 i,: : ;: : .-, 5 c": ,-I,. I I kh. W< L tin ;L or I Al NrAf am I 1. I- rol ON* 3, -.15. . ft- 6CR= � �, "Iftwo 1XIROK". C*KW'* � $,Oor- OR V., Vmc 'RARE , .. � , , I t l IV / 2. . - I "�`�,_ T14% - __ \ I , - . , , , < - / pNoumool � - - - �- - - It- - - - J - - - - - w . CIA \_/ 111. I, . 071, ! moo 4*,, 12 all = - Oft 10160-1111 �t),, 1, , 'l;L "'lot-W ,&_ ml CASE C MAN) CASE D ( scvf qe- WALE 1/4'-l- SCALE 1/0ol I I : 4 I i 'W - W l Cto,,- - �- 'A CLUI PAAkE1JRn . i - - .- 114 Ilk 41), -olPhP 1,11KTIK71, �"!l T ri� rr"Alf a AND t I,�ej,��, CR, CONITWIL PLOL, TOP, WTT � ItAo,on-VI -'it � POURED ce"GREIF, -.4� .m, I 04 7T.1, WOW 5-DE5 0' JF`(oNl ��i�Ml N, l� I pi " "' . CC & V, . l . cote"m Koo. "Am mulaultill) -9 .mr-as I I 0 1,1=4 RII(i 2'.', ot"), FAARK r Uft-i � � __11 .h 4, � � 6 r� T�� ' ' RE0,14T. , � I � , III - " �. 1"10 I"10" I ! , 0 , D, 41 . 1�l�",Klr. ,.-. It (.tWR(1F (11) . I t III r* OF 7*,A � I (ou'RED � i. ,I'll ...----. , : I I 1 ,16�� t I. to�I j � k , -) , jo� OR(*-) l ,,'��l / / ,, " ""' � ,,�.' 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" oe� Il '.."40RIOl - 'N 24 WE GALVANIZED STEEL STORM PANEL I I----.-.----- I romon, fl, %, ��i * - , , 'll -4- 1. , , "' 1111;�IM/_�_i7_1 . ."N t _ . - 11 I, GLOBAL PROTECTION PPODUCTS. i z INIC ). __ _ .1jill7d), rAAL — - � _'. � I 11 11ol 4m $9. fit s"%LE` lr�" rEsTwe & ii"-�*� comft" ml ol =,. m .. - .. - - 'wooll olooloolobooll III ... : 20 -175 � � - U." -- - pm "0& �"."_?I OR III.)l .ol �Ilo` 1 � 4 __ DOW" ft I I - ---I------- __ ____ � __._____.1 . IT SCA./%oAvolude"" _ , AR, . T.1.1' �.� PA IL11W - ,d 1-1 -1 "_� I I �E - =__ I . .....___ ______....________ - I I MAXIMUM A.S.D. UESIGH PR S UK RATIII �2jAf.)_AKQ_ AXIMUM ANCHII SPACIN SCHEOULE-F-OfL-.R-E..rp.tJ,LAR-.-5.T-QRM.. PAJ4i45_Y11Au XxLsmuclum (VAUD ONLY FOR PANEL iD INSI&LAI IONS AS PER ALTERNATIVES IW T�Ilool 4oll ON SHM5 fl, Il � I I MAX, kt'a vm%Km AK"m vAl no E.Dl. - AS SHOWN 'IN SH1,11, I$ 6 III I ________. ___.. __ __ .__ - AN't'lu wxwm PAWL ,,:1rS$r;N i I" RAI � TAPCON LAC SCREW wANELMATE P4141VATE ill= st'sKwo, OLnAW~ 4 Ill ANY LINE% v T, I , IT Eml At PLUS , "Novill It, 1,4IR1 (ft .� .- tj- I I,- T — 16. - 13- Ir 11 I ll)" __ ,3. 13' 1 . I . .... - I 2�_ I .. - .-....-.--. --- — � I* i9m1w - - � 6 1/2' _.__ 6 1/2 - - ___ 6 1/7, I ..,4*____ 6 s/7. ___Ir __ 2 �_!IT_ W Tile ( - __ �, - -, _ , "' 6 1/4 " - ------- h:io 1/2^ 0 1 ( F � 5 ,-a . - _ _____ 1. . ii - .. - ,.__if.*_: I - ____ F.-_ r__ _ _.I�L - (TOP on Lm _,"7"'", - W " .. l I .1. __ " - . " ao, ti ,�� - - ,,I' I . I , 1 1. - __ . TO, .4!" - 45 I 5. 13. � - i � 13, "I ly �111` or, LESS 13' J. I - __ - I � 3* � � .. 1. -!r _ - -.8- 112* 1W.0w) - 13, - __ 1 � 13' ___L3.*___ - I 6' 10 (00"001 , � t � " ,* W 61i __ a !lra' c--i 6 I/I _V'1Tr,_ 4 I /2' - � - - - - __ _ 4 I/A' . 7 I .." , , "' . - 'm i �1,- a' I , I li, - . - s 1/2- A I /1, - -_ � � - M (TOP; TO 14'.., I , ", I . '. ,� - 7, . - - 1. iw4iW) , , I , ". � "IE - I . , 2* - __ oz* _ 4� 40 tl"*� . - - , 3. - 13" - Ir - I -, _Ili�__ .1 i 4l .* wntl��Q) — MAX A.S�D. "alol AKWAIS �,PALINC, FOP ! 0 � AS SWJ*N ON 500i 6 It 7 ----*----- ------- .. __ - _.— ` APPLICABLE TO %IA.nm1W ms" PRESSURE TEMAI�Nr f1117 i PAND ,I, - l RATING TAProh L&G SCREW I PANELMAl FEMALE 0 PANIELMATE PLUS - *11MIU OUSNING I um I � - - (il , 1-f. ,.I' , �. — W I31 1 . 13' - i3" ,3. - 761, - Ill, T _ Jj;-.. '413. 13*__� 1 -'---- ' 13' - - .- - ' ' '. ----" 6 - - " IW worlom) .. _._____ 6 0 /2 , - a 1/2 . 6 1/2, - s I n. - . 210 (Taeoil - � �. __ - _7 -I/-- � __ ---I _2,%/,_2- __Va 6 17j;, - jWaj�j.� r 5,_ I - . . I it, � , . 4. 0, go. . , _ -1 � I-. w6i , i _ , OR LESS 11 I �q, ��_ I Y, m . 11 m fw0m) . , o r - � I 13" - 13, 1 ". 13' 4% OIV) I" '. '' I : I � �� I t� . I � ;i- _.- ___ ". - - - - 40 WITTENI I r. ,n� -% -,-- � - I.F. . 7 I,- ,j- . _! 3' I _10:. __ 'IV li!�� --- 11'� I I, ,3- hj il - !_v_(W_1!�Ml - 6 I/2' � . 6 1/7' a I,;' � e ;/I, . 6 1/2' 2* (TOP) - _6 III- '2 ,/2' . b 4 , I,, - iW ill IIII,-ur _ - _... , , "" - --fi;—. � __.i.__1.__.T�7?. - � 1 �112' . ,� iial __ _--t If) 1r_v - I v � . _ .. 1 b , . /2 � * I - ___ 9. 4' -;� oi�_!vi __ - - 13' - IV. t� ,,,,, 40 j"TiIII) I - - _- --- __- 1 12- , .!r____ T.I, -- ,,;---� _ - —.3. - __ _L - ". � � 10, - i lwtow) I I ER Ill I. __ - -Ill FOR WAX, AL&D. DESIGN LOADS & MAX, PANEL LENG111 95 WHEN SPA I . - IS I SEE TABLE 11 FOR WX A_&D. DE--=4 LOAM & MAX. PANEL LMIHS WHEN SPAC 1, - W:__TAl C-R 674 � " LPSED, CIORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 [ LISED� CORRIESPOWNIC ONLY TO ALTERNATE 2W 004 SNEV 6 --...--.-.,-- - I - TABLE it A A.S,D, Dill LOW Wx"m P#Ii U!"m 1 __ _'�� s il 40 F�F"TR C 8, — > 40 PV TO 50 PST 6"-�, 1 50 PS� III) Ill PSF L.- ___._.___ 5�- 10' - I 6 I- lANfIj INGT0, ,ARE ONLY VAUD FOR NSTALLATICINS 4 Al't , ,,I'll I � I mAI � C DR PANEL MOVE PLUS 4N��,1004'_ ,L Itt" �41� Ill"6(401"Al ii O.0 .,I.,o`l .;i, . 4 . . I 1, i 3N ". . , I I I414... � trlis� . � r % _______ -z�i"i-77"I'll ! : % , ... — FLORIDA 1twi. 1*71v I'll BUILDING CODE (Won High Voolat;tv i 24 GAGE GALVANIZED STEEL STORM PANEL 'cons Zanl rp, sPo,,,,,, " , 1 * � Ill , * S " ; IATE rt , _�', � �.; ,r;�-"� �, � ., "Ill. � q. ,.,,__ , I . . � � !Io "`�, - . uqoo �',Z�Opr�,,-r4,�r"� 111, �Il , - 11�1 � . It ', T,� , .� """"I"". ,�I-Illw �� l, � 1- � -- 04J ION - � . . ... - I ," ` I I L I E C 0 I m - '11, f"'fel"61111-1-kVNI - !_-, " " . 'l ip . W =JAI I. I. - . In - I-D IF- 'a � Pt_-_ I= � - RI, r, i�'�`""* I � 1p , MIX A, - I , I "I'll, .4 �� i . I �_� . . I . .... ... ... ------ GLOBAL PROTECTION PRODUCTS. I.L.C. �N S.. 51 follow :00f. Ill. 3ml. 11-1 �A&_,5.k ru M."Im.e., .1n,lnn Pool __ - 20-17S Dommolooi, Iu ____ woan � 1 . Im .;;,;W7_ �;..WI;ooI;' --T---=- ��- -_ ,""r:ol --- - � L __ __ _'_ t-o -.--.-- . __ � --�"l��L��""'""'-'--�-'�'-� - I � __�AUjY PAKLI IN5TALILLA1t9JN_ -DETAILS F-QR.JjfL tgq_PDUR Q RETE - -E-0 - _-QISQ OR Ii RETE 8 OCK 51_R�)_"�R�:4 � ,/4-, TWON 1XISTM POLAIED vet imocam 4=0loul ANC1,00, a 9 . 0c COWArTr OR . AMOK" 0 sr r NM Ila 1�' CONCRETE BLOCN . i I CONCRETE DL(" 'I � � � RILXIM.D I ", REQ9111110 11 i If : � I �� 2 1 ,,2, .11, � , _L� , , 1� I - I ,. ,,, ,m,� I V" - �� f _1P=l,. o 1/4 WX I I , �: : � , 1 , , I , � , � '12* 114 , I -, l " _ WAX, .�, '" ---I I 1, . ��. Ill . �;�,,,,,,�,,�, ... �.. I, i,M, I I F 0'. I I � I ! ," : I , i I � � , tm��',�t�, . � ,,,�; � � � oiv' , m vi, t". 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O�C SECTION Il 0 REgULAR PAIol R,tl PQIIELAATL 1� wcmp (BEYOND) I =1 4 - " 9__um WE ANIL �ALA;�m -UNTIN0 r . sr-ol 3116. ,, %rr 11,111111; Is � Ili rvol, &w,-ms NT 4 4;PmPm: love I VA-XICIII5 - -. ION, Itt" SIALD� vftm,w A"~ sp0000c,�os Wr m1lmlw I" '. 5T.NCI ARE wol 0. T45 SCIOD,U� I'll L 0 It IS I-li ddW.MW OW SCkECOAC AWLitC ANCHOR Ill V� wUEFjpLyw; Swooco�p 5.,VN ON W,,C,l� V ,,q FoUlDoffoll FACTORS MR 71116 rol"toolooll,tot! TO K PM".E. PREDUCEP SPACING 0WAMED lot" FA&CA ... """ 4M SK LM TKW MPMW Pool wGICAl FOR W. AKC�M Im ON THIS SCIVIDIAll ,/.*. Il4'. A1110110111 "K upoo. � Allocom I PAR ---------- _.__ "t�llalo�_" (k� I __ ) __T__ I -_,_ I- 1.) � I .R .1. . . I ,_ ,_ ll , L.�L I jg�ft WK I ,l mwm I 436 � I l � I � " -.- - ___ __ � , ��.�- ritoi;'Iol .... i ., 4g�., - - �\c --�� : . tt� 7$_ Ir" --1 � � Fill lifilinjUn PMC IN- W11- V.-li,, W-1 70 ft_.__-l`________L itirz * .. . - _ .o ill ,I -I'm Not 24 CAGE 6ALVANIZIED STEEL STORM PANEL I 1~1 I 0, . STATE Elr 'A ' " - - zo . =_�,, ' F=�r i _toftl�;i - p �� - , 11 ___ __ � / dinilm I- q11;lz�6.',, I, GLOBAL PROTECTION PRODUCTS, Li 0.7% " '.1l f iw � iffi76--i, &,wuil;;6-E&Wz,i; -00 $0 to SIMI KIN .. .'l - — . I_ 11"'"'. `_ -1111, I I, -, 1, .. 20- I 75 " - I.m . I.Ij Ill �,:�, I- l.1 .1 I' ;go. �ms, I'm I034�ole- IN" I , EANNI.it 1� ,� ,__ III sm)'000-91011jum ..., __ �,� ! 07M � - - - - -7- ` "N"'w" - " i 0� �__ 1� T'"I"T' Iolit-vio; -oos �,:� - " it _�' - - - " , !.- " Ill"... - ' 1121!!_ � __ _ . .- , '_ .- ___._. T1. , PL - , 11 . _� -�T:: sm? I v 0 Ill Iop � L;T Ili, I - I V-2 .."T7 � , p 'o II7 p" _�� I. . t ___Lwl!l��!�� j -D I I i L . . _____. ..., ..-.-- ... . -.-- � MAXIMVM_,A,.5,0DESQi FAE55PRE. .RARK i�iof.,, ,ANQ_...C.Q.".E5e_Qj4_Q1N( ito,,'�:�IJIHUM ANCHOR SPACING SCK42= ' FORAEGUWAR.- SWAM. PANIL, —I— tt4,'iTALLkTIO—M-ItIT—Q—r.QB,!QRM,,.O,..-q-0,93EU—WXA—STRUCTMM J,1k:11 ell t0� 11ANf,;1)j�N'1At1,AI;l 01, PER -,fC10ON- - , $ THRI,� l ON cHl 4 & ,5) �, i, -..-------,. WAXIMLIW -.-.----,-- AmC4ol _ SPACIl rX4 __ __ -.-.-. w.'4 C b, ,'Ek S(IIUDULE --,----,-;V—,---- ME10W __ APPUC^841: ___ VALAO" - molix. ^5,0 , - "AXIMUM ANCOORS SPAClowla FOR " LO PLIK Sr.WiXjrl -.14..."..., .... � w, �� , , ` ZIlf Ql �, Wth �'supl� sec M C"l IT PANC, LEII Dess" poll -.--.- "� 100"Com . . . . . 501l %EI _. PA-WE-i ' FEWU Ill --..-----, PANELMATI, looll - - _ IAKAVC-N "I -to, - PANR 41%5�1� TAl � SoLl - I -a-t--,�"EP-,?,L--,�TE —z.oc_4l I CALIK-IN CAl — IN T'sr, I i A AN' cQ10111INK107% . . L (F., RATl OP f 1.) � _FQ_ �� .... flp-- , r,t� I "' � - c , :��, :." - E.Iti I 'l m , i A I C01101111RIATION "I- . 'L (n ) — IIDA, "It �� ..1,11. v to I __ I "j, -I.-I-Ill 11 q �, � q.Jtv"Itol -- "" __ To, — skz�- + R w,,6;.. Tl �— 2==.- ____ _iW " �44 ... � . 11 13 ", rT ,, x. 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I I NAVY I , I JJ� 1 1 .. - i.; ,-I �1-i,111--k-H�-t-ll 1�- L-r-jj I I I ! I Ill.. I I -rd : I ' * -7 J _j - J_.L J. -, "itj I J_L.1..' � A 11 J'- J I I __LL - - i. _j_j - L -I - J-L.L-J-111 !7L - ___ - - I -----V- - - -4- . . . IF . * .- _. --- . -.- - - . _1 .__._1 I . i I - ,FT "M 4 - 3- go. - , ��f r I � li� I, , rill � C71 )A"�� 'l-C"ORS li,nrj I .__.,FitI ,I: 110%, EZI Al Af Irl"PAtIvE EZ,w r, ,.�:, t, - *EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z, KkN y I _Q_ STORM PANELCam-a-T-Em M SCAIj � ,,-.I- 2687"(wigi ,AIR:q ,A, 14.l GAP - -1 VAIDLE ��() , I . "' * IF7`r" 047 / '7- 70"77 777 7 _7 = " I 'i // -1, I PLI GAPF J, ,1� � SECTION A -A "X�Ieeull"11011 S"k i "',_. I' F,�,�,,.L ; Titt "I". ... I 11;?" 0 E N (__1 ENE3INEERlNu EXPRESS)' PROC)UCT EVAL_UATl0r4 REP(_)uT septellitell 15.2020 Application Nurnbos 17569 1 HI2 EX Project Numberr 2D-31543 product fithinufaclurer All Ansfuncism Shutters and Glass Manufacturer Address 1540 rjorina Road Wria Pairri Beach FIL IUOS, Pl,,,7tNRn%l&0"Y,,jptIor, 249a Gishiallized Steel Stforn panels Large Missife Impoet Resistant Scope of Evaluation: This Product EY litigation Re par I is being issued vi .I r co; donest with the tecitalrentiOnfli of Nut F 101.1 a DopohY*W of Butuntress, anirl Prolenisfartal Reguiaboo (Fields Bukenf; Cortaninittren) Ri4chantel 6IG20-3 005 F A C lot stalewede acceplance per M&(hDd tid) The product noted Anove has DR- I.-iled oncliox evallumpteld as sufflinianzod heriri,ri to show corr4AiNKe virt PlIt Flonda Building Code S Yen, In Edition (20201 and is, Irri !I- L,tifiYuse intarded, lit least equivalent to" nelfWall by the CDdL R:-welusban ofthis pwdod iI L, Itiquaird following porlinei-A rlotedis Buflillingi Code tri,dificali fit revisions Substantiating Data: I PRODUCT EVA LUAJ]ON D" UMENT3 EX drawWQ#20-3lS43 btloo ;i4i); Galvanized Steel Storno Panels (hVKZ IN Non.HVHZ)' shimi IS pr"af'edt�vEt�o,i�eeitngExpfess,sWed&semHwIDVFratikSenruwdo.PE.isenifoograr,eAolltws Eva] ... iNo,, Report IF TEST REPORTS 01"Actern tatic s1ruclual peffonlue"Ati IlYe, been tristiodun occordvin,�Lo with TAS 20� lost Ntandatds per test ( 11;7 repoll S) 7ASG 17,00 I tir 131arowater Testing, Inc Large anisistio impoo iesistai e and cyclic loading perloti.mecrl has beef' hirstAId Ill accofoonce wilh TAS 201 and TAS 201 test Flandatcls pem cost repon(s) MST ASG I 1-001 bil BILKA-Mortet Testing. b.c. . STRUCTURAL ENGINEEFIN2 CAkqULATIONS , � _ � I �,I(-% ral enoineeting calculatiorw hYVv he-, Imepated Which tryallusint the product basw. im, I "i.iptitalive and/or rallonal arellisr; ?I) qio�ihl, Itio tolloviling design crilleft! I k4axinnunt Allowable 3pe,,,. 2 Niewinunin Allowable Sp,io, 3 IvilinarriturinGtoosSopleme,,, 4 Anchor Sp"cring - __T__ 1 671 --. w I Z - A V Y Nut So ilit 106, Lif t 41 It I D BEACH, FLOP (DA it i;4. (9541f 354-0660 1 l866) 196-9999 TiA " 06FIG: C, E.,TN.xFNGft,,lFP1R1, "'E'.,oir l', CC" * LAS' PANrL(D TO BE INAi:Ai r:, I' - I ;�P.,*. 1�-Vu4 AL*AyS K P"DED W/ REAP HANDLE I � I ( I`. ,r) BE IMSTALLJLF PROM ei"1'r ,I i� '' I. Fl�lk,.Ar*h fr INTENDED I I HE � W=_ (1) ;d_,yiil,,!�,,�i !.f.,t'L.,, 2;" E-Z HANG STORM PAIIII .. . 'IN' " I IN LA ;'Aht , . Cant TRICKS TOP Ar W 11 : . 'i. � �'Ahi iS S41AL, ALTNAXS BE CONNIt'C"17. ". I-'- 7HAJ:j1 I , OTHI'll,ifts, A STOP BAR �V S� V. 1, i'� -'- , ,,, - , 11 7cw Or S0111 Juli s (3) 0 FNV PATNA', AM i 'il, , -� i�. jtafj�jig JNACX, COPI - . , �. , �u',3/4' YIS */ 7/ft"OP"I'12, 1, � I f- .', 4I THVNE9$QRtW INTO TAPPf Ir FF� � iL .�Iliui, ("�111'1.`.� " A. I, Lt,, ,,�Ay C, I KAC " III, FASTENERS MAY is' '-' I :1.f.1, ti,r 7*0 E,-R-OP ,jAt rLANGES Of END PA(.�; �4) ih LASE THAT END PAIFILL" 1'4� ri ' "IN-4-`11, '(1 BOTTOM TRACK (I 4. A STOP RALY '% � Am' f 71T� Al TG�) A? I EAST IVI P06NELS .11"ALI III """"'i -!7' "' 46TION, TRACK 1ALK SPEC - INDICATED ON NOTE f3: AN, , I, ! if'-- CA�F, CONNECTION OF PAWLS TO 9f)TTOlJ +RA � ,'A- �,,L` A' ANY PANEL LOCATIDN I L-1104 LT-� ONLI iii�'; I 'k Al),j , .� RE , '70 _ , , pi�,.-* j%QNS4 `.Fr. 3� , FLORIDA tPUILLILIMIL WUL ()F11,1- High Vail"Ity H, __ - .- On" ,%vice Mr. Y4 1AM GALVANIZED STEEL STORM Po'u - 2 � � I D 44 1 �1' . I.. 11 ! � I I = j ar I S'.. , = :_ * . = ,--.. _z;iC;=_ 1 Sv,1rf'I-- .1t:b . . . . . . . . . . __ � = I - I I, 4 111MIE C 0,mc % �,R -.-- - __... � . GLOBAL PROTECTION PROOOCTS, L.L.C. ""' 1pl.;`i -AT 1� $.. 0" �� "W-V & P� -COMP, .M I Ili 1-1. - , 1 " I 111.1 - � j�41\) " * , �- '47 V .1 .. - __ -I, - - U .. L-Iss -.�--l.� a..", �. ". LIFFOW M4.)U.. !. 1. F."Ass-l"Ill 20-175 14. "I'll, � ..... kl*,;, -_ _�;.".0.0 IJ '111,44 1 . �-<007 " � - .- I I -� Ili �!,,IFII of, 0 N't " ' TJ ,�IA-0- -M -.121 11 I 11 mr- I jdWENI:3INEER0-,Ji ; W4%F- pagir 2.1 All Antenclin Shui unit (,JQ,, - 2.4ga 6al,Yaniawd Sted St(vm Pernels No 33% irictualso in alli-Porable stress has been used In thodesign ulthes pioduct SEPTUI(ation froir fliaArltigm not isliquored for WiMeNoWns outside of wala.rone 4 itivil inessintlof t%cM,es Impact Resistaincei LArge Impact Rosistarrico has been don)IAntUiiIv,1 LIPA, vViclenced in pleviclusty, Ished restioporlis), and Ii, aocounled lot in the INK11neofinfif oliffint)n fit Ilim epoiduct Wind Load Resistance This Product has beEn oftigned to losist wind IoArft ie, Indicated in the span SChadUIel5) On III,, ILPir.live Proatect Evaliaboo Document (I 0 ongoriesittilit dra") Installation The%. product Shelf be irrilolkitlm ,tticl,-orriptiance won ift respective Product Evaluatir,Yl Dis,-K-ril i; 'Inginsearall; d(lise"), Mono Wall JON Core"Hili noted ZlIaLreurt Product cornpononts shift twol the reateritiol specified In That product*s respective Fii,_�Iljfl Evaiii,slaut, Docurnent if L, on"t-Ang dmil,ing; Limitations & Conditions of Use: Use of this product %hall be w% fit,wt n,,",,wPw(,, witli ilia lospeclive Product Evaluslon Document it I, lingut"fing droliting) th, noted hertan All "IfOorltriq Lost tirtucturtas shelf be designed to to" oil supedrin(ii"ItLIJ fi0a.11 .nlj AHM01 De of a nist"l Wfii:l iri this Droducla reapoesive anchor scitedule. HOW ItIrUrfult) condiliwis w1mch are not accourried for in tho, product's torapoic" fivichnot schodullit shall he dostileod lot Do a art"pilt basiv ny a ralponfrod pofessional angmw Ali components which :is pounjuniFtelit irimilidivri sh,01 he protected agivns(cocrosiGn C,Dnt3r'*nMHM and othei such dernifigo, at I Ineft This p(OduC( fig& been ftsigft(iki lot use vallitin guid outarea the High Velocity Hurricane Zon., FHVHZ) ReSM0611% Frank f1crinAido. Ill ENaiNEERINa ExPREW Oil WtIc,140; Cen Aijoh 9935 160 SW 12- Ai SUITE 106, OPIRYLEtO BEACH, FLORIOA 31442 (9S4 I 354 .0660 1 4866) 396-9999 1 I AY'Llpf"OlMet RIFIC, E � Pittss.tom ffic�lftl ( At 4G F I"Al'ss Co. . 1Y-1 , it , ir. I"IL , I �il;, ' I-iti-A - ii-i-L .- - ,A-. � � � I � - - I I I fta";.. �n 'C�`P` �S�Zfl - __` ;iL , I . .11, I ';� '�,� wl, �. " " 1--ii.1-1.1. 7-1.1. I V-iff-1- I - - ms;!, 17 - . . I - 7- 7 . I - ,� , " I , .11. I I - . ,,, --re - A, i!.', ! �_ ff, I . 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I 27P . � - x �*�m -1-4.13i / % �A &�. - �'! - - G ___ - -� .: I ______ . ___ M.TA-LLATtON .QCj_A1AMF5_FOR 5CR,jE5._�QQQ_f--P_ZJ�AK_ 5T-QRM PANEL1, It,110 -POURED CON-CRET I CONCRUE31.W.K. ikND S N�=_,,.,TRLJCTV.KS - � i k"151ING POURED I - _�_ --i i I � CGW.pm OA , CONCRETE 1I . . 1-i REouwtry 1, , i. 1��,174 - I I ; -�- - 'I civ . I YY !APFCON ., - ' I fl-W HEX HEAD TFii PI .0-0,14 q -I.- I "'... .",, I'LAr I" . APICAAF14 & 12" 0 C i So)" LOW., rli�,I. ,� 1. ,,J"'HWr1 . - , I I � 1 , ` , . *r. 06"- ,PON -i, -, � W, E Or ,I , - . "' . 'I i! ' I j ,,, I , 0, � I 5-.: t � .i� �1 4 I ,t;iI� i �� ' " ! I " , �i ' im ;,: 1. � 1. _j:-A , 9 I I I - . I , I 2 AM * I.. - ---- E.0 � , � 7' - - i � 2- 11, I �� I 01 -i � L'. I ]- ___ L , '41 .. - . ; I/ IF I . I I 1; � . I I il ; ., - � � "' - , , � 1 I � , _.-V., - - - : I I ir �'_"�E_`T` 0 ; i , ,;JE�F.:L_�� , ii, ".- OL . -.9 - - I I AT . wl i __ I �_,� I : '112. 17) PER *i 1: 1, " ; ,a. I 1ARAMIl- E. i; ,,-,.tl IQ ULA13 �, . 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FW0011100 WALL MOLMTING WAU-MOMM SEUION EZI AMNIII LZ I W ,� : -1, . ��' , 3!8�1" i","'.1111"i, AM : ."'. " ,,�: I417��. 1 - I. ""I ,IN; I I �i E�sr .,v ,� . , FLORIDA BUILDING COOL IN,,,I High VoloCify Hor,icun. ,", 11 a MIN. PANEL LENG10- - � ,� : I NSTALILATION ARE ONLY VALID FOR NO A�-() 01SION SMALL BE 2'-6' I = : 1 *.. ,RCSSURE RATING +/- 40.0 psi AN' W-O" MAX - ANEL LENGTH � . i; .W.. - I ! �' ` DR APE* PNOOD FRAME COMSFAUCTION W1.0of, i�"L�IFIL , I ALMEILRS TO BE SOUTHERN PIN- Me 2. *,' 11 .11 i L)ENSITY Of 0,55 OR EQUAk A - - ..- .- ___ iI - .... I I . O. 4 4 1 " , 7 �� FIT , * .� * f - r,,Al, , I. � 5 - E -t� , � �� "t U , I 17 _- . _ ��,,�' " '9 13 � ", _._1 - ___ ,-, �. -1- - 24 GA(;( 5ALVANIZED STEEL STORM PANEL 1. al- I I— - . _ � I � - - E GLOBAL PROTECTION PRODUCTS. LLC. `�'.'.` " I I L I q -0 =. - ___ - - - . ___ _____ - - 5. 6- " i" A I �.: FIT'Livita Co. I " Astaii. IMP . FIA - - .. I, _ _ FI si� _.�. ,.`�Rstyasii "! 1 1 : ,-, i_:11 Us"" I - __ I I 11 - .XI - 1.11 . __ , -�7TL.- I I ..- - - - I , IYOf, 0 .`� i#N - I �_ - 1. .�, - P. 1,111'., - L �_PYt -_ 1:t!e- a -161 __ , I ! z;.- Pit a `I- lWas/tsent __ - - ___ __ - RIAM; - - � FILM _____ - � ---. . . - _. __ � - ' - .____ I- t,,,ij ... Ity ; LL AMERICAN SHUTTERS AND GLASS � MAXIMUM ALLOWABLE . " � - ,-' '-,, t , , --- I it, - .- GAI VANTZED STEEL STORM PANEIS i'HVHZ & NON - HVHZ) I DFSIGN PRESStJRFS. : "if, M1, I [��q� �4,1--;'t.-�r " ii1,4r,Y' . � . _ _ , � ------- . - - psw,-w,wt�, I ,I - - DESIGN NOTES: L---,'.'-" c 'j 1. IT WIDTH UNUKMI POSITIVE AN i V,IQNPRESSQRESCALCUI.ATED &FIT a FORIOWTTHT &ISTEM IiIIALL IlE DETERMINEU PER - PIAP. TO (,AM SPAN) ' SEP I EW EE ING IN ACCORDANCE YMH THE A � ffl E NG I jo W PtL�ITOA�< _RU :f 1. - top MOUNT (CIit4h-1 IN rl. niFt WEN W1 004 UMA* 'W' IMPRAID CHAMER 0 , TYPE de, k1iQ 0) 16M OF rHF GA n! 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IF E.11 ITIFIL 1-0 .I- - I N n.11 Coop O STORM PANELS S"AU IYANFO144 10 ASTIM 4457 sTRLFC`1nUAAA.QUP,IT1 CC 41 lk,qO _ ____j MAN ARC111 LYEEL=14 QN.VANINO CCATINGWITIFIA HINIFIVIII 4�l KSL LU I ;:�"_ Fi"� 10ILES, )UMNVMCATAVS.ION55KAL�0[4463�TOAWHINUMALLOI 2: I LIN MOTEDOTHIERWISE Pol! )I ,I. , F - - I WI III" M NIXTIONS DICTATE. PANsfe MAY ILE MOUNTED VEATT(AI..V CAR " ' ::A OPUZONTA", ASAPPUICA li" IT anckvi,64kcpl)m%wi;.D.Ontms*kuselHom"lu I< I I ,k,. I! r�,,F�,,,,,. "-CUCKFD f(IlLf RILEONLY. (11113TALLt ALL CONCRETP'.ANCHCMM9 PER � ;� , li� Pl;�I'D) r,A.N1)FACTI,IJLAS As< NOATIONS. 141 - 69 114116 ':Qh'rrtAC700?'1'@MKfs?QMIOLV TO itak"Tv OR PALUTEcT ALL 1 1 ' " I , 04EMP",� 1 Rom DISELMILAR HATHU." TO PREVENT EM.71011"Ll"Flit" � A 1 $ 51 i 1. M_ - - -OBISTRIPIC111014 )4 ING1,411A SEAL AFFIVI e1REJOVALtDATE�;MtC1 V m OPIFOIN A& I � VS; 1� - - [LOCATION MAY VALo i 5HOWNI-AlLf USE Of 71115 50e�[FNAITOM BY CONTRACTOR. at. at - , .-,. INC*�Irtnik%A"MHAOMIM�SCNGIMM�A"COS160"4-AOM ull I ett � IJOIN4 L,r - go, , ; ;� I I 1\ TEI�,,,n; FA,nlr .LL FECS&APPC"YEFEE�RE,SULTINGFR(Wmf,reRIAL 11", AS Rlil� Ell I Ilf-l", _iLTION, S I N 9. .�� . I VFHIC m is CA VVYIEN EIRECTION, III CON&T FICITON #PAC1ICf$ OEYOND THAT � ; t : , Lose FOR AV LOCAL, STAW� & Nl?ol!.�, �'�,,VJI s FROMI I Of g I ij I � DEVIATIONS OF THIS I I; I i I S. EXCEPT As rXIMPIEVSLY "A"O'D " M!!Ij, NO ADOTTIMAL � � ; CEPTIMPECATIDITL 04 Alr,WATIO$d AM INTENDED 01 I - L. I I I I � I 11 � I �'l � " FAITTIPLATIORs, AVW 'IOUs Git U-1. IMAKITIGS TO I-M WCU--EW � � 111. APE MOT Feg"MED AMD MALJ�.Ir TIHIS CEVMCArOO I - - 1 4 L-. 37 PANELS "AUOEPEIkMA#4WT4N 1ASELILD WITH AM �. iI:, i I EICATTCIM 0404 NI i CONN -/ I�R EVER, 3 a FICT'ICCISN'T.111111; 14111 Poiii-OkIlill INFORM"4170"TIF �[1) VAEEI � � L , 1�1 I MIPA DELCI", I IT " �_, ! "'! "PC AS PCODl r,v N 5TRIJ17TON) ALLAPVFX SMIIT`ILRT,AfIOGI.A1.k A WEST ALM SEAC.H. 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I ,'-'[Oil EMETWEEPI1 LOADS IS P11, , I - - - , E ,JSF hli�l HIGHER i DAD . .1, � I ____ I 1 I . I (jLASS SEPARATION NOTES: � I - I ENTI, P SPAN 1,04DULF WJ If, Po3fTIVE DESIGN LOAO TO EN - � I ,�t iiFINIFFILIM ALLOWABL E SIP4NATION 1POM THE OPENING If., BE FAL'i ' ' 11 , I �, - . �;,EMLE, is Ae,�Clkff; FOP USE WITH POSITrVF tuo"M 041 " � I iii11NP0LATK)N &ET,YFEN 40ADS kSACCIEPTAINLE allifiRYINt J�: � I I . I . 1, " � _� " L CAD _1 � I -::: I." 3 FOR rNSTALLAtHI OUTSIDE V NO .IV"Z -.0 I'll I"IF I I � F47LLMES IN ASTM WINT, ZONES I TF1k(',;0r,fi 3 ',IP *, A',S SII ",I, .-CiPEIDULE IS NOT 1IEqjtRZn AND Nf-. M(MMI IF; SjPi1fA?;- 94 fPj,`Y PQIJTEC7ED OPENTIM1415 1119WAEO, _ ____ . ,_" () I ----, '_ � (��Q.Y,�L IjJTf.RL0R FAST"NI a � _ &��___ - , TOP MOUNT i: :-, 4 � � - - � . �, , I -, 4 P ; 1! " � IN ...1 �, I ,� 11 � o t- � �, It! ,,, I i 1 I .1 � �jj � - ;r fj� 1�1 � l, �- KD-L--�,�_, �� I e- z n , 3i 9 ... � � I .L..- I I I Ir4 . 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F, , .6 1 , ______ I -. , , . �_,.,, �,,�4 ,I, , - I � . . I ----Lr :6.01' 13.4-IS.9- 13 " - ' ' t ,'I... ,$I � . I �+- rtos = ", I , .1 . - _L�_,- . �j�j _ 3 A F �.�-_j 4 5 - I 1� ,I ,, 1 3 r '!,,,,, ."�'.' - - I �"L t i4 1 .. . I .� , , , r r. - - . .�w. 1 . I "--"M ___ , � � : , . _ 1 4� ' ; ' r ,,, I 4 � L L . l r . � � I. �� - I � . ;;; .'� 11 ANCHOR NOTES: . � I I , I I .1 --- , , , � Ari'leFIV I I- 11 - I.- " V"'rX"So"`MrN`DHsPFAr `L'_ i r'" _'_'LUCI` �,,.;�,-.:,m I .;, , PAXIMILIP, PLL0;'' A)',�-. ', il,Ji,, MAMPILir, ALLOWAIDLESFIAH� ALI 1 L-..'jL-. twxtottrx . il;14' IN�P*,�OW�;(( 11VI " � � 7 111 -.11'111.,,� IA'�FDIDNPAtCLPA51ENEA�",Ir, 11I -1:,11",�STRULTIMIE I - �_ I A_ FAA-,%:, I All, - A, tIPL 5ELPCT CESMINLLAOCIRFATEFIR W-111 i, I:,I.iAL`iC;NEGATIVC DI ctizs 1, I I I "; _r,:,A,;,.,L;; I FV),NC, S&S:T SPA" GRIM TFN I "N n4 ii--? : � : . ,ej I I IR -SPAMSELF17-If - . .- $ , .�x _a6WVA 1 I APPR.1;41;b,kfFMX�P1NNi� ';-t9II1,,N9qEEMOV?fnW1)E`14,lJ' '11, .FjrA�,.T!CFl TYPE 811,51ii(il ON 1 �. i , I � r,)R iDFnTmcAiioN OF LI)NNIF0 (Oil 174, �. _2FI_ I �Ll: 11 11�� ; 11� i - - � � . 1 N NELFASTF EITS" AAfSTLJlT�, Litirt, Iff r.1)Im,l,vr. ,;TI4 ALL MOILINTITINI Flifirnhill(i,i", 2,-:2L ij 7 .1 , I I : I I - '- I PACK, STU0i -11 - I - I- , N!L1-111k.PA-fN_,_1AIAT1 I. -I ,P .. -, __ � 4.vl "- 'r ' ` ALI_`P1*-APJ(J'U'",AIVPS(!WjL I "II, !'t, : 41.- -:111ANTIONS) 'L. . . . I� � ,,, 4rU * 4 sijl:� I r'.., �I, 'I, , 1,1, 1: IN �(JCDRC,At4M WITH IFIANILIF-17"111- ! C.,14"ChilATIONI - - - II.; W - D. __ IT,. - ? 0 � . 5 .i.I-v-, �V.ii, Iki,,r I-Fin,oTIFIRE SMALLCONFORM TVA014 CtFC ti.).Xi, - .__ 6.3 . . i-TIOH-IM `M9r-,1MOMT SHALL OF AS NOTEDIN ANCHOR tx.wr),!� r 6..,* 1 414,'Viil tMf-.TVTNT AFFIDEDGE DISTANCE EXCIUOF�i '111n, � ; F,vifi� ENUICk, AND M1,FN ;iI I ; . t� 1_L_ 111?� ` I - � � 11 I, - i . I I I, �_' . I � .1. I ii WHEI%F EYfS-T ,11STRUCI, JPLF �: '-11:;I;i,' If.."ItIR., C11�,10NIS CCNDT ONS MAIr ,'k 1, . i: 1, 1! - . ��r 7,�:- -4 ' I vr`Ll THAT FYF.7PMf%APt 1fJI1.,Ai4i,A),0 N:�,'AWTILLMING MEMEIM, MOT Pi Iilie:I�, ti,'�-IEN106 ,;-?, ,.- , . . . � TL)FI'Y'WCCE�11,AC.C-KAMIf,M��'1"4� 'Ift li.)'A�RfPffi -, .1 , � � I z � IC, voitsifw4ulci�Sfmlitl; :r��,P,,�m�a,,r,�f5l�)DFRAKNC,�"tfV, ,ttia, tf L 1)1-�A.faP IN ie-ii,, - - � I _; CENT51k OFIMOMPIAL 2* A 4' Plifil I 1� I (I ,Ttir-1 1_.' TDr.F OiSTANCE IS ACCU'l,111i ,;L ,V,X,r� t*AA�4INCI WOM�,"tUrIf'44AII �f '- 11-NVII, -_I-05,50RGREAJFRDIN�17� ,,. ,,I,rof SHALL HAVT rAfj,. !p!; rA,s 1-r. ,,r ,� is,,,r, , I� RF--'i`iI` '-:0'.-Y ; 'L_ Lip 'IF ' 'Af,f_F4%T.. ALL-PODINTF. 501110 M I !'�� W-�WWIC- I , PI , 1, � " i. I . � T'7 Mitil",P,MG�.E"EWOFT",�fA - '(I( oWBASE A,CNQ Af,r MA ,kt ' 'It - N � . "'AV TrJGS HEAD, CIR WAFER lik,, - U.� k Br,LT) .No !h MfilUML1M EMPIPIFIEN7 �,,,;� fr., - E 10KE �-_XCLVDES STUCCOC-1117, �,� IIIN!f,fi� III U4Si!�,NAi,:. V,,, � P ��.IIX LI,-�4i1.'NII1i!?;ArW NOTAIDCIEPIAR11 , , IlIf 0 i�f .1 A-141".1. I t' � �, IL5 U NEAR il,jil". , ��11 , 1, I Ij It Ir. "I fCAT ULevilTrIl THt All, IV.,k � � '� I - U5TETO ON Tells ,.;it F I 4 9 I ,;, � ;, A III � lmmlm� TPW .`NIP 20-31 ` .1 �� " L. ; I�.� " `.,` ��,Apli- V � Z 1"; i >4 1 W1 I *i: v I � 0 U I 0 i 1-� 0 m- in �Q I-D � 0 1 Fix �, - 1 - is 0 E I ; I t 4 P If t,- ,!, I I -1 ; Z !k M �x - .5 I - V) j j g E 5 re t ; LU 6 x T < 9 t I", 6 0 4! I �� - ____ I 1�.,) � " ______ - - - - ____ - __ __ - - - - I --I.--..-- _41IFFIFF" Q) (2) C_ (n -0 - CZ > (D C- I _0 L_ a) L_ CL (_- 0 (I) Q_ 0 L_ C (z -0 CL . . a .4- 0 (1) 1 (/) (1) :t-_ = (1) = -0 CZ 0 -cz 70 (/) C 0 0 - - - _0 Q) L_ OF. q 0 3: C = - 0 U_ - CID 0 _+_ CU , I 0 M > . Ln -0 E L-0 Q) " w _FFF_j -0 0- . Fit= Cz 4-- -I.- i- -0 . S:- C/) < 1A :� � '04 A . (J) -4.., " (D (1) C_ U) :D M > 0 L_ C/) CL C::L < a) 4-FIFFIF 0 C= =3 -0 M 0 " 0- 0 a) 1111 L. M L,,,,,,,.... 00 =3 LLJ :E <C = z < I n . SHEET NO, SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED, 18"CEIVIENT PLASTER I? MIL DRY17-OK J ir FXIREME WINDOW ["ASTENER 1) SEALANT AT 4) SEAL -ANT JOINT WINDOW BUCK TO OUTSIDE EDGF Off MASONRY WINDOW BLP-"K--- 2) SEALANT JOIN I 5) SEALANT FROr, INSIDE EDGF 0i WINDOW FRAME WINDC)W bU(1K ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) Toot ED SFAIANT REQUIREMENTS BEAD BRIDGING OW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW F RAME I WINDOW BUCK ALL THE WAY AnOUND, INCLUDING Sit I SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE IAMH,'-)l 11. AND HEAD DETAAL APPROVED SHEATHING APPROVED HOUSFWRAP 3TRUCTALATH TWIN TRACK 2,5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAVE *\r SEALANT SOCKET WITH TO(A.17D APPROVEO SEALANT WEATHER RESISITIVE BARRIER -,)WEATHER tARILY SECURE VE BARRIER & WOOD FRAME CONSTR EXTERIOR SELF -ADHERED FLASHI', SHEATHING BY LAPPING DOWN --- � OVER RIM JOIST AND U; WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL I UPS Of JOIb T8- UNDER DECKING (SEE DETAIL WP070) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS, 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for I'lashing installation 2. Sell -adhered flashing plus head flashing under weather resistive barrier 3. Fold weathef resistive t)arner back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIORSHEATHING REFER TO TECHNICAL L.ETTER ON CHEMICAL COMPATIBILIVe SELF -ADHERED FLASHING 00 NOT F LASH OVER BOTTOM NAILING r!ANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE ISCS 06 02 WINDOW FIN INTERFACE WITH ISELF-ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF-ADHFRF0 FLASI-1046 T WP04 AM WP,07 2x FRAMEWALL--____ SELF -ADHERED FLASHING PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Iristiuctions Refer to the number marked as (�) in each detail that corresponds to the numbered items In the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on dernand, embedded in Me adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release papei per standard installation instructions and adhere to substrate using a square piece of flashing material (13" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accoidingly to fit tight to corner 8. Mechanically fastpin as necessary 112" DIJROCK V-4" PER PLAN - ----- V-0" PER PLAN SLOPE 80 CIVILI - 4" OR 8" CMU (PER SEAT DEPTH) - : -_a -_ - -,. ;.. . FILL WITH GROUT SLOPED MUD BED - :\"a, a 7__.. VINYL SHOWER PAN 4 SLOPF SHOWER SEAT 4t,Al HER HE.61,S I WE BARRIER SL-LF-ADHERED FLASHING EXTERIOFDOOR WITH DECK - SECTION A EXTERIOR SHEATHIW; 3141%1" BEAD OF G(NSTR ADHE SIVE TO BEA -PLIED UNUE. R 1HPIESHOLD OF D(�OR AND RETURN UP JAMB 6". USE LI )UID NAIL BRAND OR EQUAL WEATH� ]R PROOF CAUL KIN(l, SECTION -A fSF E EA. 1 11. WP02) 4 SELF -ADHERED FLA 3HING - SEAL TOPS OF J )IST UNDER DECK IN; (SEE DETAIL Wl-, 11) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SFLF-ADHER SELF -ADHERED FLASHING OUTSIDF CORNER (n > C0 z z .5 ! :5 Cr LU LLi 0- a- I.- U) U) LU IL) LU cr Cr LLJ Lid 0 WF1 1 'HING REQUIREMENTS --WINDOW UNI I FLAS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 Generai. Exterior walls shall provide the bUliding with a weather -resistant extc-o"ior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described it) Section R7034 ADHESIVETO BE APPLIED UNDER SFLF-ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance The exterior wall envelope s-iall be designed and constructed in a manner that prevents the accuMLIlation of water NAIL BRAND OR E00At I - 1 F � PROOF (,AL)L KING --CFMI. FIN. within the wall assep*y by providing a water-resistant barrier behind the exterioi cladding as required by Section R703,2 arid a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water- fesisti ve barrier One layer of No 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over Studs Or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper- layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 Inches Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions The No 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST appendages in a manner, to meet the requirements of the exterior wall envelope as described in Section R703.1 R703.7.3 Water -resistive barriers Water -resistive barrjer3 sha,!l be installed as iequired in Section R703.2 arid, where applied overwood-based sheathing, shzill includu a vvater-resistive vapor-perineable barrier with a perforniance at least equivalent to two layers of Grade D paper. Thc.� v- A 2 , ) 2 individual layers shall be installed indepencle-atly such that each layer provides a separate contillUOUS, plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier i,s directed between the layers. SELF -ADHERED FLASHING Exception: 'VVhere the %Aiater-resisfive barrier, that is applied over wood-ba�sed sheathing has a water resistance WPO)12 CEMT. FINISH SILL,�'POTSHELF/ CHIMNEY SHOULDER WP03 equal to oi gfeater than that of 60-ininute Grade D paper and is separated frorn the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED A-SPHALT substantially no n water -absorbing layer, or designed drainage space. INSI Ai I Sf I �_ AI)Hf� NEEDED IN CORNERS ASPHALT ADHESIVE: ADHESIVE FLASH�NG JAMB & HEAD THROUGH SELF -ADHERED R703,4 Flashing. ApprGved metal flashirg, vinyl flashing self -adhered membranes and mechamcally attached flexible flashing shall be applied FLASHING. SEE FLASHING [----SELF-ADHERED FLASH�NG---- FLANGED WINDOW shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Flutd-applied membranes i�SEE DETAIL WIP01) L RN F_A ERS DHER,ED 7 used as flashing shall be applied in accordance with the manufaCtUrer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered n-lenibraneS Used as flashing shall comply Nith AAMA 711 - All exterior fenestration products shall be sealed at the juncture with �EiOeW4E PCX DN(l SCICke the building wa�l with a sealant complying with AAMA 800 or ASTIV C920 Class 25 Grade NS or greater for proper joint expansion and Rf*, t F ASE PAPE R rC) I. XK)SL EXT END A M1141 MUM 0 VERTICALLYFRCM AC101i AS SHCWN) contraction, ASTMC 128 1, AA%1A 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM ()I: flashing in exterior wal)s shaIl comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish Approved flashings I HIRE SH(X. shall be installed at the fodovviing locations� 1. 1I.Exterior window and door openings. Flashing at exterior window arid door, openings shall extend to the surface of the exterior wall finish or to the water -res;stive bat rier complyingwith Section 703,2 for subsequent drainage. Mechanically attached flexible flashings shallcomply with AAMA 71�2. Flashing at exterior window and door opemngs shall be installed in accordance with one or n1ore of the followl-Ig 5 1.1 The fenestration manufacturer's installation and flashing InStl`1.10011S, of- for applications not, addressed in the fenestration manufacturer's in accordance with the fiashing manufacturer's instructions. Where flashing instructions or details are 4, n�-t provided, pan flashing shah be installed at the Sill of exterior window arid door openings. Pan flashing 5hah be Sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage Openings using pat) flashing shall incorporate flashing or protection at the head and sides. 2' 7 ) 1.2 1.2 In accordance with the flashing design or method of a registered design professional - SELF -ADHERED FLASHING 1�3 1 �1 In accordance with other approved methods. W'P05 INSIDE CORNER WP06 1.4 In accordancewith FMAjAAMA 100, FMA/ AAFAA 200, FNIA/WDMA 250, FMA/AAMAi WDMA 300 or FMA/AAMA/WDMA 400. 2. 2 At the intersection of chinineys or other masonry construction with frame or stucco walls. with pfojecting hps on both sides Under stucco copings. 2 4 6 Ground 3.3 Under and at the ends of masonry, wood or wetai copings and sills, 4.4.Coritinuously above all projecting wood trim. 5. 5.Where extet iot porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intorsections. 7. 7.At built-in QUtters. Water Resistant Barrier 1F-ADHERED FLASHING �TCH flERED FI.ASHING WP08 PLASTER STOP CONTINUOUS BACKER - k0D & SEALANT Lath Sheathing Stucco FOUNDATION WEEP SCREED T FNI IP (h: SAF + DRAiNACit 1?LANL,1VHh BOND B13EAK WIRB SF LAIH WRAP DID WRB ONTO THE VERTICAi. SURFACE To TOP OF FLANGE AS AN AIR BARRIER 3-1 Q" INCH FLANGE 'THIS GAP IS A RESULT OIF NAT(MAL $IIRINKAG(' DO NOT SEAL, ORIP z�,� 1,EED PLAST'C' ACCESSORY SOFFIT/CANTILEVER LEGEND I L I AD� ILRLD I LASHiNG (SAF) -0 ------- 0- BARRIER (WRB� UHAiNAUE PLANE (DP) WEATHER RE515TANT BOND BREAK WEAniER RESISTANI BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHiNG.'00,8' PI YWOOD, DENSGLASS _A kSTER STOP �Q I INLIOUS BA(*ER 1401"� EALANT VENTITI01JS FINISH "TURAL FRAMING 'TUnALSHE ,ATHINn OF SAF JAGE PLANE WRR BREAK WRB TH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATER\PROOFING METHODS TO BE USED. --- --- - 7/8"Cernent Plaslei �n accordance wi,h ASI MC926 F Pit backed metal ............. lathe in accordance ......... . . ..... ..... williASTMC1063 build ng Papei 7116"O.S.B. sheathing Flashing ------- Wee) Soced Installed As Per Manufact. Specs. Maint3in Bolto-T� of Weep Screed 1 1/2" to 2" Above Roof Sheciihing Cement Plaster in accordance with ASTI,11C,926 a ovet wooll 2nd flool L Cement Plaster over block 1 St flool, 7/8" Cernent Plaster in accoidance with AS T MC926 FPlt backed metail lathe in accordance with ASTIVIC 1063 Building Paper /1`16" O.S.H qhpa ii I \11C 0 tea tido C00AR - P 1 'o Z Weep Screed Installed As Per MallUfact 1,33pecs. 1,12" Cementitious Decotative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede ot slifri. all caulk for ....... Note: building and metal lath musi be Th(- riapet installed over the top of the weep screed. WEEP SCREED DETAIL qCAIF-N0TT0SCAI_F 40 (1) U) -0 (1) :> 0 _0 C- 0 C�L 0 , CL U) 9__ :3 C0 -M Cf) (3) -70 0 C) -0 C:) _0 LL_ b > E U) Cl Cn Cn (3) C_ > 0 Go < 111 0 0 0 U) UJ < z SHEET NO. WP1.0 TAPE EDGE OF HEAD WALL FLASHING - STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED— CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLAN----------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311= 1 1-011 TAPE EDGE OFHEAD WALL FLASHING — STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' WALL SHEATHING PER PLAN-------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 7CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN If= 1 1—ni, !�T ;0 z 00 HEAD WALL m 00 amikNo 108� STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP: WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED___,:__, COUNTER FLASHING--, CONT SELF ADHERED �X FLASHING TURN 3" UP WALL__�� SHINGLE PER SPECS --- STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT— ROOF UNDERLAYMENT' TURN UP WALL MIN 8"— ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP: TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN-------_____ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----__,..... WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z'CLOSURE 1\ STANDING SEAM METAL ROOF PER SPECS --------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-----, ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE cn > TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL FLASHING 0 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING CD 0- AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER cL FIBER CEMENT SIDING PER ELEVATIONS cu WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTE cu c/) RIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. cu WALL SHEATHING PER PLAN 0 W SHINGLE WATER SHINGLE WATER RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c 2 a) OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE I FELT OR OTHER APPROVED 0 cl c -2 3: RESISTIVE BARRIER a WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 0 LL_ — OVER FLASHING cu TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE cu 0 cu 0 > FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE STARTER STRIP cn -0 E 2 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn (1) CL STARTER STRIP U) CONT SELF ADHIERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 40-2 cu CL ca 40 FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 COUNTER FLASHING -P OR OTHER APPROVED WATER ESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP ALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. AF SHINGLE PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" 2� INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 00 PER PLAN TURN UP WALL MIN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER z WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER ROOF SHEATHING N1 THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 611 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED z MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED RAKE WALL HEAD WALL RAKE WALL AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S w INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL — SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP12 to I WP13 BUILDING STRUCTURAL FRAMING COMPONENTS. 3 = 1 -011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, TAPE EDGE OF HEAD WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER SHINGLE WATER RESISTIVE BARRIER I SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR RESISTIVE BARRIER OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 60 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING B0 STARTER STRIP INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING HEAD WALL TRIM FLASHING UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 112" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN DING 'KE 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 CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD INSTRUCTIONS CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z'CLOSURE INSTRUCTIONS 00 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 00 REGISTERED DESIGN PROFESSIONAL. STANDING SEAM METAL 'Z'CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF UNDERLAYMEN'rTo ROOF PER SPECS TURN UP WALL MIN 250, FMA/AAMA/WDMA 300 OR FMA/AAMAIWDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH ROOF UNDERLAYMENT TO 4*� TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN____,� 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED FLASHING TURN 3" UP WALL---� WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. WP14 ROOF TO WALL STANDING SEAM ROOF TO SIDING WP15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL r I -1111= 1 —not FLASHING AND WATERPROOFING METHODS TO BE USED. ')_ \ Val IV- \t%r.. tiss \ k' 111�0'0 dy eke - CO 'e'j%e, ?k,a%ls . \Le's v kol toqkva J�tlq(z �31 cn 0 0 Cou 3�: ui z z Q_ CD -C= U) cu 0 L_ CL CL 0 L_ CL cl) C/) cu m 0 SHEET NO. WP 2,0 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP)----- STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN ----- WALL SHEATHING PER PL.AN---- FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE BARRIER OVER FLASHING --------- BARRIER OVER WEEP SCREED COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WEEP SCREED SHINGLE WATER RESISTIVE STARTER BARRIER OVER WEEP SCREED )/F HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP BETWEEN WEEP WEEP SCREED BETWEEN SIDING AND SCREED AND FLASHING 'o HOLD 1/4" AIR GAP FLASHING COUNTER FLASHING BETWEEN WEEP COUNTER FLASHING ----------- SCREED AND FLASHING CCNT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL LAP FLASHING AND TURN 3" UP WALL FLASHING FLASHING PT lX10 BLOCKING lo 11 PT 1X BLOCKING PT lX10 BLOCKING-----� CONT SELF ADHERED FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TURN 3" UP BLOCKING 00 PAN FLASHING 6" MIN loll MIN CEMENT MORTAR CEMENT MORTAR ROOF UNDERLAYMENT TO TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING TILE ROOF PER SPECS ................... ROOF UNDERLAYMENT ro TURN UP BLOCKING MIN 8" ROOF SHEATHING TURN 3" UP BLOCKING TILE ROOF PER SPECS-----______ TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN---------- PER PLAN---------- 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ---------- ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL I RAKE WALL I %a VVI-%L.L- - Ljr%FxFxL-L- I IL-L- I %-.# Q I U% .. f %-"# \a I - " '- 311=1 1-011 1 WP16 L A311= 1 1-011 Qmwlli NGLE ROOF PER SPECS UNDERLAYMENT TO SHINGLE OVER DRIP EDGE ROOF SHEATHING PER PLAN DRIP EDGE 2X6 SUB FASCIA SELF ADHERED WRB TO SHINGLE OVER WRB ON WALL BELOW ALUMINUM BRAKE METAL WRAP CONT BACKER ROD AND SEALANT STUCCO'J'MOULDING HOLD OFF BRAKE METAL 1/4" MIN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN WP18 WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP - HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHtiRED FLASHING TO LAP FLASHING AND TURN 3" UP WALL--,,,, PT 1X BLOCKING ----- COUNTER FLASHING PAN FLASHING 6" ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- HEAD WALL 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN ---------- FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R7C3.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO,15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER 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. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLLJID-APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1 . 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. . \St 6 so . \lea C? 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