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Home My WebLink About6610 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGE& INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF -ABOVE FINISH FLOOR MNT -MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET Cl) AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED rn ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 ST AND 2ND FLOOR PLAN AT -ALUMINUM THRESHOLD # - ON CENTER 3.0 MASTER CHANGE UPDATE A3 STAIR DETAILS AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR -ROOF FRAMING PLAN C) AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN °- ,j� 00 o 1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS "' BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 5.0 TRUSS CONNECTOR REVISION - BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES I °� z 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. _ S3 FOUNDATION DETAILS ® g BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS _ BTM -BOTTOM PED -PEDESTAL S5 STRUCTURAL DETAILS o BUC - BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S6 WALL SECTION DETAILS CAB - CABINET PLT -PLATE TO BE CPVC 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SS RETRO FIT DETAILS CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD w CLG -CEILING PKT -POCKET ST STAIR DETAILS VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO CLG HT -CEILING HEIGHT LB -POUND S11 PRECAST DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL p N U CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA 1.5 PRODUCT APPROVAL _ o N CTR -CENTER REQD - REQUIRED M � 6 +� M ❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS CJ - CONTROL JOINT R/A - RETURN AIR �. DP - DEEP OR DEPTH RO -ROUGH OPENING v) V w m DTL - DETAIL RS - ROUGH SAWN SH 1.1 HURRICANE SHUTTERS � 0 o o ❑GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E - DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS } U w o 2 a DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS m DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS Mtn S w QN DW - DISHWASHER SIM - SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS i 00 M 2 DR -DOOR SHLVS -SHELVES CHAP. 10 WP 2.0 WATERPROOFING DETAILS a DBL - DOUBLE S/R - SHELF & ROD DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EGRESS WINDOWS EA -EACH SGD - SLIDING GLASS DOOR ❑ ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 \J°� ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL - S1 EEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE EXT - EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR I SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCf ETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS w w w wLU o 0 FR DR - FRENCH DOOR VAC -VACUUM W w h Q W g o Y z� z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR (D W ¢ ° 2 J < o 0: < U_ U o o Q GA - GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q U = x z ,� o z a z Q I- °�aozOY00M GB - GRAB BAR VIF - VERIFY IN FIELD � ® W U a j �n w w Uj 55 0 ¢z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: C) Q z i Q ¢ O W Q ° z W z 2 w () ° a GLS -GLASS V -VOLT u- Qow GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ ° o ° a GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HB - HOSE BIB W - WIDE OR WIDTH FURRING\ 00 HC - HANDICAP WDW - WINDOW INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING i- LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING U) 5 LGT - LIGHT A.5. DOOR OPENINGS: 5; (n p MAX - MAXIMUM A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING O O MATL - MATERIAL A,5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING M O MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q U) co � j MECH - MECHANICAL J MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR (n MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER LU < co OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH �- SURFACE TO FINISH SURFACE z < < 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z V B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND LU Z A = STAIR CALL OUT HEIGHT OF Al3F--SHEET NUI1(IBER PLUMB. J O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: \ 1 INT ELEV WMBER C.1. CODE MINIMUM MAXIMUM DIMENSIONS AND CLEARANCES Cfl O _ FOOTING CALL OUT - C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS A SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT k�'-DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N N co ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED � d A9 PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE CD = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED ` N 7 SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 0 0 0 1; ;SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED ELEV NUMBERG. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LG-2 = SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND CD LEDGER SCHEDULE 4<a�:ARROWSHOWS 2 o O LOCATION OF CUT COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE � � DRAWINGS. co 00 O o CDr- DIRECTION OF VIEW �- r- N N N N N MULTI VIEW INTERIOR SECTION O O O O O O O ELEVATION MARKER MARKER o M 00 U-N N N N N N N r n N CO ) 00 M T- O N o r O � JUL 212023 000�� N 00 VR/\ o L ♦ Virtual Review Assist, Inc. Iz Plans Review completed and approved VJ Z o w O U) for compliance with the 2020 FBC 7th Edition ®-�--' by Debra Anne Klahr PX2300 "~ f,) o 5;`�® ~=2 r4 r4 A Ram-0CE ' ^ wQ Z W �- P =MOZ LENNAR TAMPA DIVISIONRECC� _ �z Z�_j �¢W0 4600 W CYPRESS ST SUITE 200 �u�'rt �-�Z= NOTICE TO BUILDER & ALL SUBCONTRACTORS W C®I O < < z TAMPA, FL 33607.••M- cv Q U Z Z 813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z = Q O BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z U LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE _0 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE MM COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W 0 NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR z MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL W S _j CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION co FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W" N 238.2 ADS INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 LAST PLOT GATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK May. 9, 23 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE ° DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND ® d APPROVAL BY THE DESIGN PROFESSIONAL. ®J COVER: SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 0 ICE MAKER LINE SINK - KITCHEN REF �7 WASHER 8O W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. CC PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. OF PAD 24" x 30"" x 16" #5s 6" O.C. EA. WAY DP JUL 21 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /4„ = 1'-0„ lV Q N ` LO y ® 4 o s tea 00 y a a. '. LC) r, Q Z ' r� q Y V. `lie, .� r T� Q z V) N LO F, W L� '0 N U Ll M m N V ^, L 2 W 8 2 o } O O0 Q C v - •N U W QN Q) �, o E w LU 9WO ( Y _ °� �; Wo W W H J W 2 O LLJ W z z°a� )�0L0 O �0�Y Q I— Qz °OHQ x ozM0Q on�zortRoom0z °I— (A nLL0 a>WW0¢oZpU°a®Z W 7WQ'o2aO LL ¢~ O O Z W M O Q U) M � U) ILL z U) I- Iz M M 11 � <� O ZZ U Z W 'W O O O Nco N co N O N CD N CD N r` (y 4 r 4 r r- O N O N O O O O O 00 O r CO r M r O N p N p N r N r N O N O N O N p N p N O N O N O N O O 6 r M p M r r N O M N C N 0 0 0 0 N L , N Cy d' O^ Lo O 0 O f` n L/ r , eA W C^ Z Z Z - L�U �U® W (oL0 1 oER Cn V, W Z Q =m0Z Uz�W N 0 0 <z0 CC) W N Oa2W N < V�nzz z �Qo r U QZ a ®V O Go z Al z w M N Uj ® LAST PLOT DATE May. 9, 23 O FOUNDATION ® ®I PLAN B 301-01l 13'-3" 5'-8" 00 SH25 3 1/2'L#k HID AT 7'-4" EGRESS 5068 SG 14 4 2868 2868 A- 00 2868 117- - (2)2X8 H DR----,> HB co 9 BRG WALL FAMILY ROOM 16'-3" X 16-2" OWNER'S SUITE 81-811 CLG BRIG WALL 13'-0" X 15-11 1 8'-8" CLG 9 N 04 GG 1.0 7 5/8" 7 5/8' �c 1 141-2" L 1 4'-6" 51-6" 3'-4 3/4" NOTE: PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 2' -011 TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. 12X8 W,4 -L (PER FBC R302.12) TILE TILE -DRAIN -IT -HEN 00 LAD NI'N PC K C 00 co WAL 0 -SHWR HD AT 3 1/2' 9f-711 X 141-211 U & VALVE 8'-8" CLG R F /--- ILIJ W 5 A7 >6 BRG W< WALL z 0- OWNER'S RANGE W/ BATH 2868 CAFE HOOD �n 07 on GG LO i�- co :, 8'-6" X 14'-2' -1 9 8'-8" CLG El TB S3 9 CPT. 04 2 A7 LIN. (0 PLUMB DW (D C\I A3 �YX�' -lv-- WALLK =('3v- 9 7 5/8" 60 7 5/8" 1.1 O'� 1011 01, -811 -111, 3'-7l' 31-4 /4" 31-611 41- 2'-2" 2'-1 5' 11 co W. I.C. Co Co UTILITY -HANSEN C (0 BOX PANTRY 0 A7 DRYER PWDR 9 VENT Cf) BATH LO co W/S AT- 6" WALL LL1 F-: -Q- =� 60" AFF F BRG - WALL P S & R TyyyHyyyyyyyyyyy a) 3rcoqo F/ C14 V/ 04 �L I N-E -OF 20 MIN FIRE----j T4" INSULATED S/H FLOOR RATED DR WALL ABV W/ WEA7 HER \-R.) 2X4 STRIP F U.0 W/ 22'x36" HTT4 AT ATTIC PROTECTIVE ACCESS BTM & L j BOLLARD (S) MT 20 AT TOP --4" INSULATED BRG. WALL 3 �3 42" H. SLOPED LOW TWO CAR GARAGE 5 WALL 9'-3" X 20'-0" CPT FOYER TILE D S3 up LINE OF GARAGE IN I Ej TIE BM AT 10'-0" SH 1/2 34 00 HD AT 7'-4" 00 C) TEMP.GLASS ,E bo 9 m M bo' W �- C? < 11 9" �31 3 -11 16070 5 CO. NOTE: ENTRY SEE SHEET S-1 1, S-1 2 51-811 X 51-411 '2382'FOR LINTEL 2'-�/V-4" 4'4' 2�4' 16'-0" 2'41 CALLOUTS & DETAILS 01 9'-6" 20'-6" ^1 00 30' LJJ � P TIE BM > TIE BM AT 10'-0" F AT 10'-0" 00 W I- P < FIRST FLOOR PLAN ELEVATION B 1/411 = 1 1-011 9 ao LO 1-1 i S6 A S3 WKIMAK 9 ZN 1.0 co 8" FRAME WALL- 9 �D LO i�.' C14 C/) 4 LINE OF ROOF 9'-5 3/4" BELOW -� i, F SH25 DA T T- 373 EGRESS 4� Nt NOTE: 1. SEE SHEET S-11, S/12'2382'FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE TOP r AT 1 8'� �O'7' 20'-6 1/4" 9 1.- 00 2 2668 668 U) 06 9 BEDROOM 3 C14 BEDROOM 2 R&S 111-111, X 101-11" -1 00 111-111, X 101-11" 8'-0" CLG C?U) 8'-0" CLG (4)16" LO i�' CO N uj C� NN DP SH T- � ry oo C.) 3068 BF C) W r2668 0? 2668 2668L 2668 2668 (2) 2068 BF - - - - - (K - -0 - - - �) ((J:::� CD R & S ) TB 7 ell, 2668 fA7ui 22"x36" ATTIC C? U) LO U) BATH #2 B T� P: o ACCESS N W t7A7 TB 04 U) -7 A/C RETURN UNDER DOO AHU / - 4: 'T U) u- CO BEDROOM 4 C, TF [\ co 06 00 10'- 11 " X 13'-0" co 8'-0" CLG co 9 2 C0 co to C\I L0 CN 2'-8" L T-9" 3'-9" Ll '-4" 11 1-3l' 4" 4 41 4" FRAME LOFT WALL--,.,, 12'-0" X 16'-0" R&S 8'-0" CLG BEDROOM 5 111-1 ill X 111-11" =9 8'-0" CLG 60 DN 42" H. LOW t SH25 WALL HID AT 7'-3" R & S EGRESS 6 15)_ 4. ...... Q)3_ M ------ S6 TYP. ------ 42" H U10 SLOPED ...... LOW WALL ROOF 17 BELO%, 1 C? Q)- OPEN TO ------ BELOW 5 _C7 C4 4" FRAME 2-.A T � WA L L -36" HIGH 8" FRAME CONT. RAILING SECOND FLOOR PLAN - ELEVATION B 1/411 = 1 1-011 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: PROVIDE R-1 1 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY :d "Aw v WW--A GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABI N ET A. F. F. WALLLEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. W1 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 0 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 --SQ.-IFT. 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- 19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1 / R-1 3 KRAFT FACED I (GARAGE / LIVING) Virtual Review Assist, Inc. plans Review completed and apptc ed for compliancewith the 2020 F8C 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 C14 L0 00 LO o % _j u- < 4� z W 0 z L0 0 0 Q) L. '0 >1 J. (T) b 4- 0 C1,01 V) U 70- E 'E 2 2 0 2 0 0 0 �5 uj CDQ_ z�We0PzLLIX<0W-Qj Z 2 W 0 12.<0W�<7KEWA000- LL < 0 LU 2 �- ��ez�< < 0 12� -0 Z) 0 LL < 0 � < U- 0 0 z N W 0 > 0 z co 0 00 1**- U� IL -i (/) LL- r,-- z LLI < Lo CL CY) 00 < z C) tz 0 0 (0 qq- N N co N co N C) N C N 0 N 4 4 CD 0 0 0 q C:� 6 C6 M 0 N CD N N N CDO 0 C� C� N C)c a N N 00 0 0� N 0 CD N M 4 0 C) C� d >1 C%4 Ce) 'IT c� LO c) CD I- LO I I I 1 00(o 0. ?: Z z LD L U W (0 LU Q 5; 0 C) =) 0 F- < 0 V) owws CL = ZF LU 1- z 1.2 LLJ < CO 0 Z i- = z 0 L: LU Z '�: -j 0o Ix 2 W 0 -ZZLL W r"4 0 -<j <2 1 z-- - a_ LU C,q 0 >- W < z LI) z z < 0 z 0 Cn z A2 z z LU, CO LLJ > 0 LAST PLOT DATE May. 9, 23 z4-1 0 1 ST & 2ND FLOOR � -j I PLAN B STAIR SECTION 1 /211 = 1 '-0" 10" ,,1" NOSING m rn SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1 '-011 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 3 A3 T 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE CENTERED W/ (13) 10d NAIL AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W F- 0 z W W U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. JUL 21 2023 1 Virtual Review Assist. Inc, approved Plans Review completed and ® C 7 h Edition tot compliance with R Wh?12300 by Debt 1 ` M CV O N O - Zi,. a 0 00 Lo g;c uj 1 9 uj O " W z Q VJ LO N E o W L =.DO 0��' U V P Ee '00 L L O T� .V •� p O O Q � "o v aN <Q W —CC4 7W �J L 0 E w :02 a a s' s' W W (� W „ w W�Q � �g�zW ��-J(nO�w�u-UO0O Q U f f- 1= <0x-J W 0z�0pHQ~ oz C, Ruj oWozmz� 2 C10 Oz JQa0WYOZ_Z'�0LLJ Lu W �Q Q0Lu OFF_ 2 ��V O 0 =O Q Q Q Qg Q Q LL F LL 0 0 Z N O� I.-:M 0 Q fn M � LL ti I— a. M z Wz _j 0 0 J � N Co N N N N ti Nr-- 4 4- V-1 O N O C1 O O O op CO Oi ® O N O N O N O N O N O N O N C37 0� CD ob A " O N c 4 o 0 0 ,. 0 co 0 O t ND o CDa N co""t O o � 0 C4 0 ti n L/ r O /may vJ z z sZp _ U oWu) �O�-a 1=-Q ® ZW LLJ Q = m O z f n F- z N _V z J 0 <Z0 M �zZW LLIN 0 2z CV Q U)ZZ z z F_ U � 0V o m cr_ z z z W J N WCY) ® LAST PLOT DATE May. 9, 23 ZO ®J DETAILS L 30'-0" r:TPr'_9= 3'-10" 641 20'-6" SECOND FLOOR - F'"OOR FRAMING PLAN ELEVATION B 1/411 = 1 1-011 IF a 30'-0" < < (y) L) 0 L) Cj1A CJ3A CJ5A E, 7A CAA CJ3A CJ5A —h; A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 BOTTOM CHORD CAN BE REM DVED IN FIELD IF NEEDED ATTIC IACCESS AIA 1 co AH Al N� Al K A3 __9 A4 -Z DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED)— C14 LID A5 U- 1005 # U-IOBB# 7 A7G I r co r- LU EJ7A CJ5A CJ3A CAA C3 C14 'T \\\3 o? 121-011 6-0" 1 V-211/2" 7/8" �==,z=_,7 . . . . . . . . ... . . . . . . 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 4�, ] \\� 1/4111 = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT -1-1 OVA TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB 12" 12 12 2X4 HANGER CHART JL =LUS26 (SIMPSON) Total Truss Quantity = 95 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1 . ALL CONNECTORSARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 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. e SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNFCTION. 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 REPAIR& COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES JIUL 2 1 General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-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-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL 7 PSF BCLL PSF BCDL 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE USAGE = RESIDENTIAL CAT 11 WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON 9.2 PSF IGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from o components an c a mgs and m m* wind force resisting systems. These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF 1 -.10 IN - ROOF DESIGNED FOR SHINGUF', ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 1/100=021 FEWER; rLOAD# DESCRIPTION INIT� DATE R101 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12113/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ _C9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHIM 1/18/2021 R CAF)PENTTE CONTRACTORS sist, Inc. : 1. qV_ F'DICA virtuat Review 4' OF AMT �ta lid approv ptans Review compteted a FBc 7th E tiOn 31300 AVENUE G. N, W. tor compliiance with he 2020 WINTER HAVEN FLORIDA 33880 by 0ebra PHONE:( 800) 959-8806 FAX: (863) 294-2488 ATTIENTION'. C�tl DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30'BY THE PEAK I CONSULT EIC 30'Sp7less 60 deoree8 � or les; 1 112 231o112 Tag line span a prx Tag line n REFER TO BCSI —B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. BUILDER :LENNAR HOMES CENTRAL' PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALTDESC: OTC LOT BLOCK ESIGNER PAG E A.S. DATE 2/16 2017 AN# SCALE N333525R 1�4 11=11 ce) kn to V. LO C) 00 LO U� Ax < G! Uj 0 0 z Lo P C) 04 (D 0 q cy) �'! 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STAGGERED (S) H 1 OA-2 ROOF FINISH PER ELEVATION —UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP '-4—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 11 1-011 3/4 1 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 0 0 0 0 t 8" 1 1_01� 11-01, LEDGER DETAIL 11 1-011 = 3/4 1 8" TRUSS HEE CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" I ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE ROOF--, FRONT ELEVATION B 1/411 = 1 1-011 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. i 7_ ro �- 7/8" STUCCO ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. A MID WALL WEEP SCREED---""' 5/8" STUCCO OVER F- MASONRY ELEV AT 0'-0" T I �e) —MINI 11 INININININININI INININININININI �lm!_E_Fm - - Elmimimil. A/C UNIT AND PAD 1ST FLOOR FF GRADE LINE—y' )%REEAR LE ION B 3 J/if= 1-011 1/8 1 8" TR#SS lEQm 11141111111ti 11L L �& I L11L, Ll k(" Lktj ELEV AT 18'-0" 7/8" STUCCO - VER FRAME 2ND FLOOR FF lll'mjl ELEV AT 8F'-8" ELEV AT U-0" I ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF no MID WALL WEEP SCRE ------------------ GFRADE LINE ?'I -� RIGHT ELEVATION B 1/811 = 1 1-011 12 51 -.0 161-81' C? 7/8" STUCCO -� i�_ OVERFRAME rOKITPOI JON ELEV AT 8'-8" _r rl Ril 181-811 0 9 W 2� 13'-4" 5/8" STUCCO-� OVER MASONRY 16-811 CONTROL JOINT 7- 1-01 MID WALL A 5/8" STUCCO_� A/C UNIT 2'-0" WEEP SCREEDJ - OVER AND PAD--- MASONRY F_ ELEV AT 0'-0" I ST FLOOR FF GRADE LINE )�E J/ �IE �Y�A T �10 N� B 8 _ 1 _0 4" STUCCO BAND WEEP SCREED 1-0.1 4" STUCCO BAND STUCCO OVER MASONRY 2'-0" - A/C UNIT AND PAD 6_11" 1� 7'-4" SLOPE 5:12 uj 0_�� LO 15'-9" i 9 T-0" RIDGE VENT SLOPE 4__�5:12 SLOPE 10'-0" RIDGE ENT ------------ \ZLO� SLOPE SLOPE N ui CIA 0- 77 10- ��5:12 5:124 0, < 6-0" RIDGE plat VENT to( cut I SLOPE SLOPE 5:12 ��l ZO ROOF PLAN B 1/811 = 1 1-011 a IN FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VFkTILA, [ON PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA 'jSt, IM . BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. ak Review Nss pr & NET FREE VENTILATING AREA SHALL BE 1/150 OF THE �l and I I WTHE VENTED SPACE. THE VENTILATED AREA MAY BE Lew 0 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE ce With the 920 H .'tj AN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE APPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. � ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) VR I DGE VENTS - 18 SQ. IN. OF NET FREE AREA I LINEAR FT. SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT, FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT I LO 'a co 0 LL z W C) Yi, 0/1, 0 uj z 0 LO - E 0 C4 0 ,0 q u 5 V) IUD 2m no u 0 a: o < 0 L/) Lu 00 E uj uj Cc, (D W Ld C6 uj 0 W P LU _j Lu 2 �_ 0 Lu�-< W2_j wg�ezw z wom < < < O�!LW LL002-'o <0x_ju)W < < C) 3 0 Q 0 Z LL LL 2 m 0 50H0_0=00Fb"z LU Z Z) W 0 0 0 C/) 0 z 0- 55 L'u w V5 w < 0 _j z LL (L �� 0- Z �e crz 0 < 0 Lu — uj z — LL, 0 0 LL <0W 0 W LL < 0 LL 0 0 z N LLI 0 1--- U) J r-- > cl) q z i.� co 0 < cy) 1�_ Lq _j LL 2 m z < W < Lq cy) 00 < < z 0 z W 0 0 C,4 04 co� C14' c) N 0 N 0! N: 0 N 4 c� c� C) CD� c6 oi� C-0 co� 0 cN CD N C) N (N (N CD N CD N; C) c� CD c� C:) c� a N CD N d) c� ob, 9i US 00 9 A " CN 6 M c:) c:) C) 0 c:) 0 > CD C,�, CD C6 0 4 CD ui 0 6 0 r� LO I 00 U) Z ZO C) W 0 Lu Fn LLI r 5; 0 0 C) EE F_ �> < 0 III's 0 W a LIJ 0 Z W < < moz F- M -90 Z W Z rll.j 00 < Lu 0 MZW fy) CL Z Z LL r.,j W 0 < < _j 2 Z cq < C) IL >- , U) z z z 0 z 0 0 0 z A5 z z Lu _j N Vl_ LAST PLOT DATE >(=) May. 9, 23 z 0 EXTERIOR j ELEVATIONS B & ROOF PLAN :R FIRST FLOOR ELECTRICAL PLAN B 1/411 = 1 1-011 LINE OF ROOF --I ^IAf SECOND FLOOR ELECTRICAL PLAN B 1/411 = 1 1-011 I ELECTRICAL NOTES: I 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 3'FROM BATH DOOR AND AT LEAST 6'FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10- #15 copper to lights & outlets NEMA 1 00- 200 AMP #12copperto2Oampckts 100- #10-2 copper to WH 0- I I #10-3 copper to Dryer METER 2/0or4/0SERAIu MAIN 0 200 amp 150 amp Disconnect =2) POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 ANDI 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS 0- 'L 0.11 k Relip"M Ikbz— - avid aWo"I 11 comp vtt Ith idillo Pkans W�k'" khe tot 'bTa ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH L SWITCH— L 4 1/2" DOORJAMB — DUPLEX OUTLET TRIM BASE ---- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL----,,,,, I- % F_ CD �_SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 1 10V 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 STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER ---a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: � 0-3� 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE �OZ 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY �OZ 50W MR1 6 4" LOW VOLTAGE OWNER ,0_8_� 50W PAR20 NFL 4" MINI ROUND RECESS -100 � 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH @ COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 03 SMOKE DETECTOR ru-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 UNDER CABINET 36" —S-36— SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP —S-48— SINGLE 48" FLUOR STRIP — D-48 — DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT r77 24:R 24" VANITY LIGHTING R—= 36 -FR 36" VANITY LIGHTING 48=FFFFR 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 6-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER OT THERMOSTAT [M 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. C14 C) LO 7 Lf) C) 00 LO LL. r_1 2� w 0 w z V) LO E > CD C' o -i-_ '0 q 0 CO (y) ") 4- ::) C) co C') V) U Cl) C') U '0 0 L L Or- < 10 Lu Lu W _j (D [L w z y 0 LL < LU Fn Z Lu Z < 0 0 D < _j 0 0- w 000- LL 0 Lu 2�<,—�W232� OT —0 D 0 Y z g LL < 0 < LL CMO 0 �z 0 CN w 0 I-_ Z) U) b (0 0 0 F2 CY) 0 < w C0 rl- Lq _j "t nu) LL _�-1 z w < Lq cy) 00 < Z C) z W w _j 0 0 (.0 't CN N co N co N 0 CN C) N 0 N 4 4 0 C� 0 C� 0 C� C� C) C3 1 001 Cl) I — I I to M C) CD C) C) 0 N C) N a N C) N 0 N CD C) 6 C� Ob R U� 0� A C14 CY) (0 4 CD '- CD P, C:) "- CD (61 0 0 Lo a) C) C) 0 c) -'t c a C) LO to r-- CO U) Z Z 0 w 0 W Fn LLI 1 5; 0 17- 0 0 EE 0 3: < 0 a- 0 O� LU -S T up) Z 0- UJ l— w 0 < co I-— z 0 LU Z 00 >- LIJ 0 ry) z w Z Z LL CD LU fN 0<f < 1-- -1 2 z < 0 a- >- ' Z co z z 0 ry z 0 0 0 0 z A6 < z z W, C14 Uj 04 0 LAST PLOT DATE > May. 9, 23 zA__j 0 1ST & 2ND FLOOR ELECTRICAL PLAN B 1 1/2" FILLER CV A co zo T W CV bo v. 0 i0 3'-0" kk 2'-6" 1 1/2" FILLER 2'-6" 3'-6" 1" FILLER \ M HOOD 4" BACKSPLASH--� r REF SPACE VERIFY W/ MANUF \Z==RANGE 3'-3" J, 2'-6" In KITCHEN 1 /211 = 1'-011 4" BACKSPLASH \ / HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ \ / 3'-0" 2'-6" 2'4' 2" FILLER 2 1/2" FILLER D5 4OWNER'S, BATH 1 /2 — 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION —� ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF - A1 ELEV AT T-8" T.O.M. 3'-0" 12 2°-6" �L1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 6)P-1/V211NER'S BATH — 11-011 UNIT'2382 - B, L & M'- BUILDING SECTION 3/1611 = 1'-011 CV M CV co I DL]CHENISLAND 1/2— 1 -0n 1 . 1L 11 . - . IL I (DEA TH #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR L c c 3 KITCHEN 1 /2 — 1 -0 01 3'-4 1/2" 2'-9 1/2" IF DEA( TH #2 1 /2" = 1 r_On ELEV AT 18'-0" T.O.P. ELEV AT 1 T-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. ELEV AT 0'-0" 00 M WIRE SHELF "HANSEN" C° 0? BOX 220 VOLT r 60 r------ ----1 r------ ----- I I I I F-- --- --WI I ---- C --- DI I u I I DRYER VENT I 2X6 KNEE i i iRECESS WALL TOP AT I I I I m 34 1/2" �1 4 �12 LITY 1 — 1 -0 H FOOTING SIZES AND RE -BAR UNIT '2382 - B, L & M' FRONT SECTION 3/1611= 1'-011 JUL 2 9 Virtual Review Assist. Inc. Review completed and approved iliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i M N O /10 LO O 00 W f Q LU 0 i Q CD R U L t ` o } � O o o Q t — • nV) LlJ Q N W L O W a C3 LU (D LU o w uS LU LU w�¢ Q g2_j LUz Q0��No�:W W '00002 JO Q U Q F- � =OX ZLL�OZ2� H¢H" Otn0gO 0200m0Z U O z �wawcnwwwV5��¢= 7 Q<Qpw¢9ZwZOLUQOa LL Ow �r �wo� ¢ O� 0 � �QZ ¢ LL¢ O �¢LL O Z 04 LU O E— (n :D I` F_ O O M <C�ML� z < LU < Ln I-110-co CL 2 ao Z U Z W WO J O Co 000 N44 N � � O O O O O O O O M T- CO r- O N O N O N N r N o O N O N O N O N O N O N O N r n O O LSD 00 M 1 O may/ N d 0 O 0 6 0 O O 0 CO 0 j 0 0 0 0 0 0 0 NLq r N M d' LO (0 f ` ^ L � Z Z —ZO ® Von'-o o Uj �¢ 0 CL LO U O a=Q W~� ® Z =co0Z (�0LW Z �-MW Z (� �Zz LU N Og2z Q V D z z Z . Z ~ao O Q O J CL z Z w M N W LAST PLOT DATE 04 > May. 9, 23 z INTERIOR ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE FESTED 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 VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MIM) 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1, ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1,3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.13. 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 PSIF 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 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 23.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1, REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPTWHERE 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-l-P CONCRETE EXPOSED TO EXTERIOR: 2" C-l-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4,2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-IP GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BEIWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS 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 W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 1 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: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1,2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -,DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCS1 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. EASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'TBOLTS 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, 1 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 V-13" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R31 8.1.1 - 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 subso ant installation of tra S, etc., shall be made with permanent metal or plastic forms. Neu rmanent forms must Ee of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs befdre vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpol and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10, FBC-R R318.1.6 - Sol] treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscapin and irrigation. Any soil disturbed tr, after the vertical barrier is applied, shall be re 'ated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the buildin',, This includes all grade stakes, tub trap boxes, forms, shoring or other ce ulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: CONSTRUCTiON TYPE: 5B (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 * 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. * 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 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 INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUL 2 1 202a Virtual Review Assist, inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 co N 0 Q 0 U 0 00 kLo 'u- , c .. 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METALLATH WALL SHEATHING X ;Q-q t X-3 16G-Axl-l'I" LONG (314%l -CROWN) ... .. ..... STAPLES @ 6- O.C. VERT BETWEEN- 16GAxl-112" LONG (34'-1" ROWN) STAPLES( @ 6' STUDS (NOTED THUS:—) - OFFSET STAPLES B1117WEEN STUDS AS SHOWN O�C. VERT INTO STUDS (NOTED THIUS:—) METALLATHIATTACHIMENT C)ETAIL REV. 09.24.21 SCALE� 314" V-01" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH. '**ON[2e APPLIES TO LENNAR TPAIJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VIERTICALLY/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 C1 063. 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 101-011 TANK-LESSW/H STUB -OUT FOR 0 GAS METER H C G 000 1 1-011 C) U-) 9 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" C.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3l' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENA ILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING LU J co < CrJ ROOF DIAPHRAGM NAILING SCHEDULE PinrF- i mip: + + . . . . . . . . .... . . . . . . . . . . . . . . 4- + + . . . . . . . . 9 . . . . . . . . . . . . . . + + . . . . . . . . . . . zo I . . . . . . . . . . . . . ... . . + . . . . . . . . . . . . . . . . . . . . . . ... . + + -1- + + 4 + + + + 0., (T 4'4' + + 4'4' + 4 + + + . . + . + + + + + 4 + . . + 4 . . + + + + + + + 4 . . + + . . + + + + + + -+ . . . . . . . . . + + . . + + + + + + + + + + + + +- + + + + + + . Z++ . . . . . . . . . . + + 4 + + + + + . . . . . . . . . . . . . . + + H- + + + 4- + \+ + + + .1 4- + 15/3211 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 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1 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 BCl Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 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" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL---\ STD. 90' HOOK BOND BEAM U) . . .. .... 71LU STD 90, ... CONT. #5 CON T. #5 HOOK BAR BAR #5 CONT. ... ...... ........................ .... .......... ........... .......... FROM FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ 'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/81, min , 2" 2" m n. Small gap " . 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. 2x4/Plywood/OSB web stiffen in. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16" 6- 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8"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 col,,mn IAI/ 1f)Mf`1Q N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.' w consideration. Check local building —f ,4k code for appropriate details in One 10d box Lor=20 areas=20 of high sinker lateral load, nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam L L or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnalls SECTION INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 'o hen joists meet over wall, provide W 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing L 3" max JOISTS OFFSET Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. co A 1)/2" ROUND HOLE M 6" BE CUT ANYWHERE IN LARGER THAN CANTILEVIER AY DO NOT CUT HOLES THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" 'Ro , 401011��: Sid (,in)- 6, 7 5.1075 10 ro 11 8, 13 Any 16" jo�st S pan r,) - 8 1'0" V-1" V2 V-2- V-3" V-3"' V-7- V-11" 2-4!' 2'-9- 3'-27 3,-7- 12 V-0" I �-V* V-2" V-24 V-3` V-9" 2'-4" 2ll-ll" 3'-7" 4'-2- 4'-9" 5'-4" 16 V-0" I'-! " 1 �-2" V-2" 1 �-7" 2'-5' 3!-2" 3!-10" 4'-9" 5W' 6-4" 7�-2' 20 V-0" V-1" V-2" V-2" 2�-O" 3'-0" 4'-0" 4'-10=' 5'-11' 6'-11" 7'-1 1', 81-11" 24 V-10" 1�1", V-2" V-W 2�-5" 3--7- 4'-9- 8-4- , 9`-6- _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. 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 CENTERILINE 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. N.T.S. A Backer block (12" wide min.) Nail with 10- 1 Od nails, -,_Install tight to.top flange. Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. -'gap—�/Z_ 1/4-2 kBacker Block, ----'- "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 1 Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiffner as requirements —7. VO.6 X Joist depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCl 1111s� 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-Td-- BCI 6000so BCI 6500s@) 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16d 6-16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--/ SEE PLAN FOR- A FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A 10A xl 1 /2' ID 151 INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION < 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE .4 L4 /I IEEd I M 4. 1 I r F- SEE FND. PLN. SIZE & REINF. le PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" PENETRATION PLUMBING LINE CENTERED @ PIPE - - - - - - - - - - - - - - - - - - - - - - - - - co L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE F�- 4 N;q .4 46 .. fi-5 FEI-11 � 11, 4 4 i� , < 7z- SEE FND. PLN, SIZE & REINF. UL 2 1 23 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FEIC 7th Edition by Debra Anne Klabr PX2300 0 00 LO --c" V Or r < o U� l 0', ''0;1 z LU 0 LU z < Ul (D LO - E > 0 & 0 '0 q U co V) 4-- V) 115 co U -c- 2 2 cl) Z) 0 2 '00 < < D 0 < z LXL 0 z 2 0 0 1-- "-?R00,-00z 0 0 0 0� 0 z 0 Z 0 owmWMWWW70�of < 0 a- > z y 5 1'- z LL COL 0 Z co Ll- 0 < 0 LU LU z 23 UJ W �Wz < 0 0 0� 0 0 < LL < 0 U- - 0 C:) CNI z 0 LU 14 > z0 co 0 co 0 U) 0- U) LL ,t z < Lli < LI? 0� CL C-e) o- 2 -r-- >- < 00 z z W W _J 0 0 CD 04 C14 C") 04 ce) C14 0 (N CD C\1 0 C14 4i4 0 C5 C:) 0 C) c6 6 CO v-- 00 — CD t CN 0 C14 CD N 04 04 CD C:) C� C:) C� 0 C� c:> C� C:) C� C:) C14 C:) C14 M CN W C) Lo C:i, .4 CD C) 0.) C) T- CD C.0 CD Lo > CD C'4 C) C) -,I- C) LO CD (01 C) LO ':I- 11 co r-- I 'i 00 U) Z Z z 2 -4-oloolool folooli LLJ W CO LU l— 5; 0 1-- 0 C) 1-- Z) 2 0 0 < 0 CL -0 0 X LLI Lr) -0 U Z CL z: LL1 1-- ct or.. < 0 �- I. - W :D 0 co z z 0 LIJ z 3: 00 < Lu 0 Z Z Z LL CD Lu rq 0 Z N 2 < 0 U, z U) z z < 0 se z 0 L) 0 0 00 < z z z Lq W C0 04 0 LAST PLOT DATE >(=) a May. 9,23 , I '0 Z STRUCTURAL I DETAILS (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 R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHEID.) W/ (TYP.) METAL PL. UNDER EA. TRUSS VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE LUMINUM DRIP EDGE 5/8" OR 112" HIGH \12" LUMINUM FASCIA STRENGTH CEILING N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" , GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W1 1 #5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION P R CHART ON FL R 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORI NT L NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) 25 ------ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" 0. C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER ce) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB LU MIN PSI MAY VARY PER MUNICIPALITY ce) 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E 00 ;2� C? 6 MIL VAPOR _T BARRIER �E�l I=- 11 1" 4 11 t>4 .0 ILI Ell El COMP. SOIL. M, [= //. -1 (COMPACTED TO 95% E�d I I I - - MODIFIED PROCTOR J 11-11 NOTE: EXTEND DECO FINISH ASTM D 1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT, 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1 V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ 00 S E E A/S3 OR J/S6 -`I -L:,T--,, LI �7_,T �11 =11:�1_1 -T F, 111 T FOR REINF. INFO. 13" MIN. CLEARANCE V.4" (1 STOR)� / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V.8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) .1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I 4� 9 1 8" 1 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A. F. F. _1E =1 11 4- ELEV. A .4. 4 4 4 4 A, _jA A.F.F. 0 V 2x4 CONT, LL 4, . A .1 C) CN GARAGE DEPTH VARIES A A GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH ` `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) VSEE ABOVE) UPLIFT SCHEDULE FOR UPLIFT S,P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS I --------2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" 0. C. W1 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HID @ 24" x P.T. BOTTOM PLATE FZ2 O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W'1.4 x W1.4 @ 24" O.C.) 211 V WWF OR FIBERMESH 3 1/2" MIN. A? ;2� A, 1/2"(min 4 00 3 1/2"(min.).- . . . . . . . . . . . --I (2) #5 CONT�.'Ifk =1 I = -11111 Ell I I�Ll I F: 4" 11-41' 811 U.N.O. MIN. TYPICAL BEARING WALL (cD STEP (�b SHEARWALL rc_�� "SHEAR WALL" SCALE: 3/4"=V-0" � S3 ) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\0 NAILED W/ 8d COMMON NAILS @ 4" O/C 2x STUD SHEAR WALL' EQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F, DOUBLE TOP PLATE SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS 2x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"xl 2" TITEN HID @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" A I _ N E D SIMPSON SP1 w/ (10) 10d NAILS S H E R '7 T 2 Y 4' v' C v DGEAN HOR I ATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS _ 211 WWF OR FIBERMESH 3 1/2" M I NJ . 12"(min.)-4" 00 (3 1/2'(min.). I Ll 1:,: E�v El I EI I I 1��El I F: Iz:: I I --I (2) #5 C ONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP K*'C C� SCALE: 3/4"=V-0" LOAD BEARING OR INSULATION PER FBC AND ENERGY �6ps EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8'14" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLTINFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON WALL SEE GGIS3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMIPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] 45 REINFORCING w/ (10) 1 Od NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR TYP. ----2x P.T. PLATE FINISHED -1 E PER MFR INSTRUCTIONS N"-#3 OR #4 REINFORCING BAR 0 E �ASSUMED GRADE I> t. #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 50 [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL_11 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN 00 6 MIL VAPOR III * t> > - - C? TED I 1�1 �1= 9xx7-xxA, AEX -AA �m AW- AA_ FOR CLARITY I r= FI[= I '71 I 1=1 I I_E1L1_7= #5 REINFORCING BAR R 17/8" t> .M=l I IE'F T,: CN E I IEI ra I r7__I I I-- �_F7 --I - 2 = =.I 1_1 I If- iff; I AP SPI IrF H 11 NOTE: z 711 FE, -11 Ig, I I I E =1 I= &4 -111-11 1-1 *FOR BEARING WALL COMP. SOIL. (COMPACTED TO �I:FFI�L L IrIF W1 UPLIFT ONLY F 95% MODIFIED PROCTOR ASTM D1557) ILI �'E _11 r=_fl �1=l 11E, Tir' E 17 r= 71=_ T T1 FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---.\ A, GRADE 00 I I 1=1 I 1=1 I 71rTh I IN 1) #5 REBAR w/ OPT. III III- - Pill ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BL KWALLBEYOND EXPANSION JOINT - _71 13" T0 H D RECESS = - . I . . 41 04 - .1 .. . ., 4 471) .4A A 0? 4" El I F SEE A/S3 OR J/S6--- L, 771-1 _LI -1--i-FIL 11 �1: I J, 11 FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (I STORY) V-13" (2 S7C!RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2" 1/2" FROM SLAB 0101, CONT. BEAD SEALANT A 4" GARAC �ONCRETE NAILS W 1 1/2' 1/2" GY MBEDMENT @ 12" O.C. W/ DR ITAGGERED, FROM BOTTOM ------ INSU LATE TO CONCRETE ON FL 01N. SHEAR 180# MIN. CONT. 'ENSION 120#) CONCRETE SLAB'---, 6x6W WWF C 0? - =012 E, " �_l F, 1� n_ co 6 MIL VAPOR BARRIER Z Z-1 = - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. ��K SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. I I 1 101, '-#6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM Uj END OF 2" x PLATE LU 0 U) L6 LU LU #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR J� & LAYOUT DESIGN TOP OF BEAM IV (2) HTS20 OR STRUCTURAL BEAM SIZE & CONNECTION INFO /-2x4 P.T. PLATE //-7116' 0 S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O,S.B. SHEATHING z ATTACHED PER NAILING U) !..9 0 SCHEDULE LU SEE PLAN FOR STRUCTURAL _j W COLUMN SIZE AND BASE W W /////-CONNECTION INFO. x . . SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. E ATTACHMENTS & 1801 PSUM WALLBOARD U N 0 FOR COLUMN TO BEAM TRIM PER PLAN YWALL SCREWS @ 8"O.C. ATTACHMENTS LATION PER CHART SQUARE CMU BLOCK BASE, OOR PLAN SIZE VARIES PER PLAN BEAD SEALANT = T wl MIN. (2) #5 VERTICALS Cl) FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 SIZE AND REINFORCEMENT) R FIBERMESH F /DKIUrr/AVIzhbor0LMD rMn -0" FIN. FLR./-� COMMUNITYSPECS . . . . . . . . . . . . . . . . . . . . . . . . SCALE: 3/4"_11_011 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 2� WWF OR FIBERMESH (2) # N � '--I I ;E-1 I IEI � I I IEI I I I ON 'T"COA S (TYP.) 8' 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G� SCALE: 3/4"=V-0" ARIE6 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 00 4 a C0 C� =1 I F : - . I IE E IN 11 Ell, SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a) S.G.D. SCALE: 3/4 "=1'-0" � �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ L MAT REINFORCING. y 00 GRADE M=1 4 4- I IM 4 CD LLI W W 0- W LU 0 LU CO z 0 Q = U_ C) Cn 9 11 1=1 1. . 1=1 117 :E < FOOT ING -J PAD REINFORCEMENT3 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. �3 L 21 23 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debro Anne Ki.ahr PX2300 co N '7 4 , V CD co C) LO U �'J < z & W 0 z (1) L0 cc,"" 60 (D L. .00 -% V) n c-i D c) 'D (�) Uco") C') 0 2 ( 0 a: 8 R < 0- U (u)0j Q) p E�2 CL LU (D LU Ui LILI LU LU Cn 0 0 [If LIJ z Of 50 2 < '< <=1000,-10 0 < < <OR-Wof 0'Zn20C'F-_ D 0 < Z LL U_ a 0 0 aco=p�o OR008joz 0 (n LU LIJ J5 Z Uj 65 rj� Z 7) - (L LU LU I-_ z LL X < 0 (D a- > z y 0 U) 0 z U_ _, 0 < 0 LU Z Lij Z LLJ 0 Ewi�mu < z < 9 < LL < 0 LL C:) z N LLI 2 F-- D) ::) r-- > cf) p (0 0 CY) 0 < U) CY) r_ LC? U) _j U_ U) < LLI Lq cy) 00 < Z F- z LIJ 0 C�o IN IN MIM IN N 0 IN 0 IN 0 N I r__ C� I I r.- C) IN C) 0 C) CD , t 0 �. . C c6 61,- CD 00 C) C) C) 0 1� 0 C� 0 1�1 C� C� 0 IN 0 N M IN co C) Lo 00 CD A "L, N (6 CO 4 0 11 C) C) 6 IL, 0 (6 0 LOa) (n > CD CD CD 0 I'll, C) 0 cl� I cy), L0 1 (01 r-_ Cr CO U) zo 0 LLI U) 0 4-a LU LU 1,- 5; 0 0 Li 0 -0 V) 0 = LU 0- T LU F--- z W < co 02 I.- Z o LU z 00 < Uj 0 ;� z IK Z Z LL (.0 LLI r�4 0 < < F- 1 2 Z >_ CN 2 < 0 `- >- LL, C/) Z CID z z 0 z F- -se 0 j 0 0 z z z LH CV) IN Uj @ LAST PLOT DATE > May. 9, 23 z 0 STRUCTURAL _j DETAILS -MONO 2x6 2x8 WAL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE -----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION \1 0�11 'OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VAR[ O.C. TO EACH HEADER FACE P EkS 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE ELEV. ,_ Z,(T Y 7P) 1 SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD 11+ CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING _",� 7: FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI BLOCKING (TYP.) \---ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT r�A SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B S4 KNOCK-OUT— #5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 1W oil Mo. milli! 111 NJ I NOTES: 10 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 UNTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER I CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 14 : 4 --"POURED CONCRETE BASE FOR BOTTOM OF MOUN BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTER]OF WALL 7 5/81, 8" 7 5/8,, 8" 7 9/g,, 8" R � 27 V -SOLIDAREASARE STEELAND GROUT LW DOOR OPENING DOOR OPENING 0] 11 I F] 0� L-�j L_—j FIT V 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR, JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT SCALE: N.T.S. 1\ �4 410 2x CRIPPLES @ 16" O.C. W1 (2) 12d TOENAILS T/B SIMPSON SP4 / 6 30LID AREAS ARE 3TEELAND GROUT �ULL 8x8x1 6 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. 2 x 6 P. J-BOLT TRACK BRACKET rop 3 IARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EAEND EAEND EAEND EAEND SIMPSON 11-41 (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (I)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 PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (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 @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x --------- OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.0 . LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. 0 U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL K�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 WATER RESISTIVE BARRIEZ" SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET As FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 wl (8) 1 0dx1 1/2" E� NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) wl MIN. 4" EMBEDMENT z� L IN KO BLOCK AT EA. STUD I MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCKW/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C� 1 L518"x1 0" "J" BOLT MAX. O.C�R @ 24'�2 MIN. �) P OTTOM PLATE ECTION /-2 P \_SIMPS6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT wl 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 <&. SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W1 (A) 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. (P.T. -ATE SIMPSON --- SP4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 SIMPSON SIMPSON Spi SIMP SON� SP4 10 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SIMPSON SP4 J- M N 75t� 2X8 P.T. BOTTOM PfE 7— SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON Spi RECESS SIMPSON SP4 LINTEL SP4 FTRUSS BOTTOM CHORD OR 2x4 IBLOCKING W/ 2-16d TOE NAILS @ EACH END Uj 1�:_> U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM --I/ CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR �_\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL � �j SCALE: N.T.S. P4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. �x 2X P.T. PLATE OB \-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM 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" Z&NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. Z & NUT ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS --------MASONRY @ Z-O" O.C, WALL 21 JUL A SIMPSON Virtual Review Assis Inc. SP4 Plans Review completed a d app e7 t for c I" e with the 2020 EIC 7th dition 1 Od NAILS@ 4" 11 Od Uml I IN, r9-fine Klahr PX2300 .-,-------STAGGERED Eq STAGGE ED TRANSOM FRAMING 12M 0 0 _15�9 x � BEYOND. PLYWOOD FASTENED TO TRUSSES .__.,-��WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDAPIES 6" O/C EDGES SHEATHING it 1 0 & &'O/C FIELD �, �4 L SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE '--PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY * SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-' 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 ZA6 H. 1. bU I I UM PLATE �:518-xlO" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. cr) N C .4 CF) LO �E_ LO C) 00 C.*� L0 z LU 0 0 4, LU 0� 0 z < V) 0) W LO E "o ou >1 co (6 4- D 01,0) t "I V) U -0-0- 2 %, E = :E MC U -2-9 SO 0 �H R U --q -2 < > U LU 0 "t - C4 Q) ccO:) L. E 00 CL , ULI 0 Ld wo�- W 2 �_ 0 uj w <my 0 z Uj W< zo� Q� 0 LLOO -jo 0 �,D� L�,__ " < < U) < 5<- CE 0 Z 2 0 0 Z) 0<zU_U_ Z) P a 0 awc�Q�o 0200moz LLJ V5 Z zn 2 Cl) W CL LU Ld W U5 W a- z F- z LL Q� < 0 0� a- U) 0 z U_ _j z 0 LU () 0 -J<<Ouj< Ujz_25 < �- wi � 0 Lt 0 =) Ei z LL < 0 ------ C:) 0 C%4 z LU 0 U—) > z e,0 0 0 F-: C) C:) cf) CO I,*— _j Cf) LL 2 U) r., z W < U? 0- 0- 00 >- z C) z LL1 0 0 04 C14 Cy) N CO C%4 0 C\I C:) (N 0 04 4 �4 C� �C� 0 C) 0 0 CD . ; 0 06 (M CD 00 C) N CD N 0 04 N C\1 C) CD N C) CN 0 N C) N CD N CD C14 CD CN 10 AW*A & C\1 ob CD, Lx� Ob C) A N 6 CY) I �t C) I r.- CD CD I C) CD I — CD I (0 C) 0 LO 0) >1 CD C,4 0 CO C) "T C) LO C) r-01 0 I- LO '44- I I I I z z z LD Uj 0 LU (n LU 5; 0 < 0 0 x LU LO -0 z IL z: :z Lij I Of < I.- LU Z) < 0 in z �- H: z 0 t= Uj r111-4 z 00 0� LU 0 z W Z Z LL (C) LU r4 0_j2z < < I- (N 2 < C) IL >- W U) Ln z z z 0 z F < _j 0 z z z LU _j co N LAST PLOT DATE > May. 9,23 '0 Z STROCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAILw/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING (2) 16d NAILS-7 IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAI L wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' SEESTRUCTURAL L) NOTES AND NAILING 2x4 CR011 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL-/ 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4,KI�-\KE\R- _0 O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. GAB E TRUSS EACH JOINT w/ (3) 1 Od & 11A \ LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. j -,-,---FROM BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLETRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. INKI I I,- W THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL /-SECTION FOR SIZE &SPACING) �,-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.0 .EDGES T_*_ AND 12" O.C. FIELD (2) 16d NAILS . . 48" O.0 2x4 PANEL BLOCKING @ �FOR-\ 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE FASTENWITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM ljl� @ 48" O.C. INSTALLED PER MANUF. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 4" O/C 71 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES wl 3116"x2" 0 PLATE WASHER METAl 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 1 Od NAILS NOTE: IF EMBEDDED -SIMPSON 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH ""'NN STRAP MISSED VERTICAL S ECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �, �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. '\�'�s TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x x SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING x INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAILw 2 1 (2) 16d NAILS -WOOD TRUSSES co co 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT wl (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d 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 STAGGERED 10d 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", L = 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) w/ (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 IN TION (SPACE AS SHOWN FOR 3-PLY) - 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION L3 SCALE: N.T.S. �5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)-, BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO ---- A TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24"Cl �-C- XWL SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD 4� SECTION SCALE: N.T.S. �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S6 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA w/ (4) E - E AND 12" O.C. FIELD 1/4"xl 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEI BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. a 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIiqG LOCATION /�' �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-10" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 ADDITIONAL INFORMATION. SCALE: N.T.S. I SCALE: N.T.S. �5 �5 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 rT� SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131 �NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (01_0� SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. V' BRACEW/ 10d @00/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0'0" - T-O" 3-0" - 6'41 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"xY SIDS SCREWS TO PLATES (TYP.) @ 16" O.C. SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION -GABLE TRUSS SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z Lu \-BRACING _d x 3" AT c-L EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL NOTE: ZTOP CHORD 2x4 #2 SYP BRACING ARCHITECTURAL FINISH 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 2x4 BLOCKING —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE W ATTACHE D W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL/" SCALE: N.T.S. S5 2 X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED --16d NAIL Wl 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS q�f4l"l-GA TRUSS VERTICAL (2) 2"x8" 1" 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 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. C3 Lu d ui 9 9 9 z b ui uj 'j- m 9 ;t c? 9 - d ui N 9 >_ < < 9 d AS PER BCS] SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S, 2X4 BRACING @ 48" O.C. CONTINUOUS TO PIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IUL 21 t, Inc. nd approved FBC 7th Editiol PX2300 LO !oly LO 0 00 LO LL. < 4K 0' 3� z Lu m 0 ui z < 0 4) 0> Lco) 0 (1) %. -= 0. c) (y) -m 0� 4- co E 2) Z) 0 u 0 Ebm - - 0 8 0 *� 0 u- 'c':1 - < U).c U Q) < do -, Z>' uLu a�� -r_ co E L. 0 LLI ui Lu 0 w Lu '30 ui 2 0 of < z 0� z cw� 0 2 _"91 0 0 ou _j 0 u- '0 < < < R �of Z) 0 mocl�--;�P z LL R OZ 0 0z < z Z) 0 0 0 awc,39ozo U) W a. w �5 uj w w U5 Q_' :0 qm>zyQL-zu_w<00�j c- C/) 0 Z LL _j 0 W _1 � < 0 1 < w z 0 o IL <OLU �w U < 0= 0�ezg< < U) q Co 0 cy) c z < CO 0- 2 u) tq;*,_ z < w < Lq 0� 0- co O� 0— T-- 00 < >_ Z z Ill _j 0 CD cN N ce) N co N C) C14 c:) CN C) 04 r,� C%4 4 V-- �74 Vl_ 0 c� 0 � c� C) c) 1 C) I 00 m I "" qqrm" CD 00 i c) t' N CD CN CD CN N N 0 C) N 1 CD N c� 0 C) a 0 0 CT) 04 0 b C) LO 0c) C) c?) C14 CO 4 C) CD; C) 0 0 0 cn Loc:) > 04 0 c') C) 't 0 LO c:) CD 0 u) 't cr CO U) Z z 2 A__j C) 1-1 w LLJ fn LLI 5; 0 F- 0) 0 c < 0 CL 0 Q� LIJ � -r LO -0 Z CL < LLl F- 0 LLI 0 co I__ Z 0 0 Lu z _j 00 < L'i 0 ro Mz= Z Z U Lu r.4 0< < �- -1 2 Z C%q 0 IL >- LL, U) Z c/) z z 0 foy z L) 0 0 z z z ull ui c?) (N @ LAST PLOT DATE > Oq May. 9, 23 z 0 STRUCTURAL i DETAILS 12 Z-7- 7 INSULATION — BAFFLE INSULATION P`Ef�- 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 2XS.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND A17ACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TY-E III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION .(2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2X SUB FASCIA EE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER Lu PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO uj w 16" O.C. 2X S.P.F. STUDS m: W1 (4) 16d TOENAILS TO TOP PLATE 0 (n 718" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j W =) uj LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- X: W INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 B��R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 SIS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE I BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" OIC CEILING & 8'01C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL w 0 rL uj U) 1x WD FURRING @ 24" O.0 BASEBOARD c� MIN. 2500 PSI CONC SLAB MIN. PSI MAY VARYPER MUNICIPALITY V, IEEI I F-::-77: E C14 /FINISH GRADE 4 6x6 W1.4xW1.4 1=1 I 1=1 I I III I= I _- WWF OR FIBERME H -m—m—li 11 11 . 1�_ /�;g. 4', 7 M;A \-STD. 90 *HOOK - T R_"' T I -_ T (3) # 5 REBAR ON 3" CHAIR__/ :: - � I- ''1 .1: (SEE DETAIL) 41' 1 14 W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" STD. 90 1�00K (SEE DETAIL) 8"X8"X1 6" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GRROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR BLOCK OR POUR TO CUT CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE C? C) :2� I SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD f 2nd FLOOR W, BEAWGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1112" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ e / BAND JOIST *SIMPSON LTP4 W/ (12) 8d x 1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @WOOD 1 ST 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 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2 x BOT. PLATE W/ (2) 1 Od @ 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 SCALE: N.T.S. �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORID W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS I SEE FRAMING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED PLAN INSTALLED PER MANUF. \\-SIMPSON HETA20 W/ (8) 1 0dX1 1/2" 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING& MIN. 4" EMBEDMENT END WALL W/ (2110dx3" @ EA. IN KO BLOCK END INTO 2"x4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION �R SCALE: 3/4"=V-01' PARALLEL TO MASONRY WALL SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1` 2"x BOT. PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION ATTACHED WALL SHEATHINC CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W1 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL (FLOOR TRUSS) o SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID /,/---1/2" GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 81-611. (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) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS@ 16" O.C. TYP ICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I� . . . . . , �A. . =1 I P =1 11-' (3) #5 CONT. ON Y 8, V-8" 8,�_j CHAIR W1 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-13" ADDITIONAL SLAB INFORMATION. 15/32'CSB EXPOSURE I SHEATHING PROVIDE BLOCKING AS REQUIRED PER F- w o SECTION X-X IF U' Lu NOT FULL T HEIGHT SHEET- 0 Z (2)- 2x TOP PLATE ./- BEYOND I 41 1112' SIB '0' XPO E SURE 1 F_ SHEATHING LU uj T SOLID 2x w BLOCKING @ ALL �Q SHEATHING 0 �jj EDGES (SEE � OPENING SECTION X-X) uj C.) —X /El Y� �s 7--oE Lu _2x STUDS LU BEYOND. U) SEE PLAN ': i 0 U) FLOOR SYSTIM I 11 \_2x, 4 RT. BASE PLATE BEYOND VERTICAL SEE PLAN 2x RIBBON OR--' \--&-'HORIZONTAL BLOCKING BETWEENFLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM I.S., = NA SPACIN 3/4" S 1/2" 0 3 8" 'o S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ Y O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS TIB WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAW/8". 'u__) z (Z) NAIL AT BASE 2 ROWS @ 4" O�C. W/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL z - LL 7 NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC o ui @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. z: V) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. w/8d COMMON NAIL 0 Lu Lu P o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER OF < 0 —co W/ 8d COMMON NAILS @ 4"O.C. (2) ROWS @ TOP & BOTT. cr P 0 0 cn u') C' U,) w @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 cn ui LL 0 N W 0 MEMBER IF GABLE END LL :E _u) NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 1 Od NAILS @ 8" OIC TYP. BOX HEADER ONLY DOUBLE 2x CRIPPLE STIJ�� TYPICAL (U.N .0.) 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" OIC FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 0 INTERIOR HEADER: (1) 2x S!LL PLATE W/ (2) 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 112d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 wl (6) 1 Od x 1 1/2" EACH SIDE - 2x STUDS TYP. P. . BOT. PLATE 1 >�4 �FLOOR TRUSS ?o BEAM SEE PLAN FOR REQUIRED -- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) SLAB W/ 6x6 W1 WWF OR FIBERMESH 2- �A 2500 PSI CONCRETE MIN. AXW1.4 - . ___7 . . E A 4 co 4. L 1 A (3) 5 REBAR ON 3" CHAIR 4" V-8" W/Y 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 V4 (1) (2) (1) (2) (1)LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 RTA10 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO _2X STUDS @ 16"O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl(10) 10d NAILS WEEP SCREED INSTALLED PER. MANUF, AT EA, STUD 2X P.T. PLATE co C? 9 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. at ASS"" compkeled ptans Rev�ll Bc Edition �Ice with the zon v Nnnp lot complia" w1ahr PON by ubra 0 c\I L0 a Lo 00 Lo it 00 < z 0 0 uj w 13 z < 0 (D Lf) E >1 C), 10 u cy) �_N 6 V) (y) cq _+__ V) m ::) C) t cl) U -0-of Im co E i_- 0 :) *0 U 0 U- 0 < u - a) < 6 :#� U Lu a,4 00 0 E C3 ocl, I- Lu uj (D LIJ Ld U) uj o I- w uj _j Lu 2 - o Lu I- 0� 2 _j xg-zx z a� 0 2 _j < < < �e o 0 0 Z) �:"�cau-L)o- < ( - 0 1- < cy x - 0� 0 z � 0 1.- 1- Z) 0 Z LL U_ — -1 Z ocf)afgo oaloomzm� Lu uj z , X 0 0 W 0 z U) 0- > Fn III w Fn x < C) _j 0 a_ 0 Z v 0 1- z LL 0 LU C) (L j < < w Lu Z �- u- < 2 �wj320 W < 0 X 0 0 z 9 0 U- c:) c:) (N z Lu LD U) > U) fc!ID C) F5 L-7 co c) cy) LI? I cn _j It ILL 2 U) - r-- z < Ljj < Lq cy) r-- 00 < Z z w Lij c:) 0 (o 04 04 co N cy) 04 0 CNI CD (N 0 N r-L c� 414 T_ o CD, 0 I. q qp C) 00 0')l Irl- I I I co v-- co T CD C14 C) c,4 C) c%4 C14 N CD CD C� CD C� c C4 C) CNI 0 C4 CD C4 0 04 0) 00 c:) Lo co cy) C4 0 co (D i� "t C) I —.0') 0 0 0 I V_ CD I C.0 C) 0 LoW (n L_ > C:) C14 co 114- L6 (6 r-� Lo T_ U) 00 z C) Lu w u) LU 5; C) 0) 0 0 < 0 Of LU Lo -0 uj uj 0 co = z (Do z 00 < Lu 0 r 2 Z 0� Z Z LL LLJ 0 < < J 2 Z >_ N 2 < 0 0- >- ul (n Z U) z z T < 0 z 0 0 < 0 0 Er z z z L9 C14 ui LAST PLOT DATE >(=) May. 9, 23 z 0 STRUCTURAL —J DETAILS -MONO 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- F_ 1/1 ER 4 1/2" D DOOR JAMB(REFER 1X4 1/2" DRYWALL DOOR JAMB (REF I 1x k RYWALL TO PRODUCT P.T. F TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 1 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3116"03 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 11' DETAIL MASONRYTHROUGH 1-1/211 DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER-\ TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" IX14 1, 1 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST , APPROVAL FOR CON*N. 15M (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ )�SZ P T 2x8 P.T. ') 2 P T 'a, , rzr:r x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1X4 1x4 11Z UMTVVMLL L TO PRODUCT APPROVAL FOR CONN. 1X4 *2X�8 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4"" FROM EACH END w/ MIN. 1x8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. F- IX4 D I F 1/2" DRYWALL �j 6" 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" i/2" O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST). ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C, I-11AII r)[=TAII BUILDOUT �'db OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2x845' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR I SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A Sz BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHORN \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WD ANSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. 1\ �S SECTION Z-0" 78- A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W1 (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 114" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDME NTINTO 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTW*_1' VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS "--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) — INSTALL WDW, SCRE ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 — — PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. 1\ �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC A I h A A W M A M PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS L #5 REB (TYP) STD. 90' HOOK ±5 A LNOTCH WEB AT 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" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W' 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. JACK TRUSS PROVIDED BY SEE 12 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL L 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAM BS 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 20 ga. PANEL 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 ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. . . . . . . . . . . . 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 PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY 77ALE: 3/4" = V-0" (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER F.F. 4�. k 0EEF11 IT, E", I 1E1 I 1EE1 11-11 F =1 I 1=1 I EEI I P 1=1 I 1=1 I I 1=1 I M, 1EE1 I M I I- M GRADE ILI If S 7 z (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = T-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IKIAnt�!=_DTADI C: IKICTAI I TInKI FILLED CELL INSTALLATION rW� SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW SCALE: N.T.S. �x SUB ALUM C, R Q1 E 1: ��'i E AWM F 41.' C: BRG WALL TYPE PER PLAN F CHANNEL -4----- SS NAI! S' 11,'.*. " ,E,40 FASTENED PER DIA. NOTE 'I BELOW CONT VENTED OR S�')L!D �';1�)F::�!7 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOC.I(ING w�2-112d W-JLS (7 CHORD EVERY OTHER TRILIS wl 3-12d NAILS, TYP_ ("I G.C.,, BUILDER TO VERJFYTROVIDE SOFFIT MATERIAL SPAN CAPACIT�E-`_-� E D ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDIN�3 LISTED IN THE DESIGN CRITERIA CN SHEET SN 2� FOR SOFFIT ATTACHNIFINT AT WALL (PER ALPHA ALLINt INC. FL# 16544 FIL PRODUCT APPROVAL) F CHANNEL FASTENED TO� - CN1U'M T NAIL .097" DIA, 4124* �Q,C.,wl 98" NIIN. EMBEDMENT - WOOD W (3) 16 GA_,'1,14'1x1A40 CRUNN STAPLES @ 2,V MAX, O-C. IN `44,�I::`11�I[1, PATTERN - SUB FASCIA W! 16 GA 397-xii-4- CROWN STAPLE @ EACH GROO-1,F STRUCTURAL SOFFIT SF01 SCALE 3;4- 1'-0` f'*) FOR ALLIMIN UM SOFFITS WIT A S REV 0-923202-1 V-4", INSTALL MID SPAN FIL OX—Y-N THE SOFFIT FL PA INSTALLAT .0N 2-- ITF -REFER TO THE PRODUCT APPIIZOVAL FOR INSTALLATION DETAILS,' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 10d NAILS @ 8" O.C. + -IN TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS SOFFIT + 2X4 SYP . .......... . L EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C� SECTION @ ROOF EXTENSION SCALE: 3/4" = V-D" SIMPSON HTT4 wl (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI%c. MSTAM STRAP RrAl F- q/A Qr-r-: CWr-;r;T n) AN1r) rr, z 0 C0 U- W 0 U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 314" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NA'LED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) [/BOTTOM FACE NAILS 10d @ TRUSS VERT. WEB E NOTE: LAP SHEATHING TO C OF BAND .4 SIMPSON HGAM 1 OKTA @ 12"O�C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 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 W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG". RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 NISH FLOQ .. A ----#5 BAR, > 10" CENTERED W/ C) KNOCKOUT/ CN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT 2 S ST) TANDARD 9 90, 0* HOOK #5 BAR IN FILLED CEL V %V V V V V ;R\\ v SIX STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") JUL #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. virtual Review Assi nc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit #5x6'EMBEDDED INTO by Debra Anne Klahr PX2300 EXISTING FOOTING (2) #5x6'[N CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY k�7 rA �, -. rA I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SAW CUT SECTION SCALE: N.T.S. 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THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 ZVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH--,,, INTO STRINGER 7 k H —D ---2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 1 Od NAILS 4^E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW S--T" = V-0"' CALE: 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 61, JOIST SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER- 2x SYP CUT To FIT BEARS IN WALL ---2,xl2 SYP BEARS IN WALL —2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x8 SECTION VIEW "All SCALE: 1" 1'-0" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP SIMPSON A35 0 LSC EACH STRINGER=" 2x4 CUT ON BEVEL� DOES NOT BEAR IN WALL E 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "Dfv FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL __-----2xl2SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" T-0'.' SECTION D-D. SCALE: 1 V-0" —3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 1-1 ON DECK MAINTAIN BETWEEN 114" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER A----2x4 H 2x4 SYP BLOCKING 2X4 Syl '�x8 SYP GLUED FOR S1 FOR STRAP AND NAILED TO ( IM (SIMPSON MTS12 w/ FRAMING f 141 in, (14) 10d x DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED---\ ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1 V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 wl (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Ell 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO N 0 2 I , Ll GLU STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST U I, INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLUE_� NOT TOUCH STRINGERS I STRINGER CONTACT x, STRINGER CONTACT GLU ED AND NAILED TO STRINGER k 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLU ED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B H SECTION VIEW SECTION VIEW SCALE: 1'-0' SCALE: Ol� F 2x4 STC 2x4 SCALE: 1 V-01. -3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND2"GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ J" x 2 TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G. 1 TOP OF STRINGER — : G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x-12 STRINGER FSTRINGER ---L—�PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS W J., X OF STAIR TO CONC. W1 !.'X 4 3, y '. 0 C 2 2f'TAPCONS @ MAX. 321" O.C. _ __j —1X4 GLUED AND NAILED TO STRINGER SECTION VIEW SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER. FIELD VERIFY OF NEWEL POS� (2) LAYER EDGE GOLD 4 OSB OR PLYWOOD OR 1 2"X1 6" LVIL 4 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1 V-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS GLUED AND NAILED TO JOIST. NEWELPOST BLOCKING. SCALE: 1 1'-0" 0 1 /AIM UUINO I MUkl I IUIN Ur- I /AILO (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO ,RING WALL BELOW fWALL JOINT YWALL TO /ER JOISTS) 2X SIMPSON MT (14) 10d x 1 V 'L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "Hf' SCALE: 1 V-0" JUL 2 virtual Review Assis plans Review completed e. nd r0v 8C 7th Edition lith the 2020 F flat compliance 4 by Debra Anne Ohf PX2300 C0 C14 . . . . . . ........ LO V, 0 00 U*) U. LU 0 a �-e LU cl� z 0 4)Q) LO E �: 0 0 10 Cl) -+-- D 0 U , V) -0 -0- 2 co E -= 2 mo D 0 U 0 if: 8 8 0< " @ < C) tn U LU - C'! cO E �? -2) C) CC) a) "I LU LU Lj LU 0 Uj Lu W 2E l- 0 LU �- W of<' zw z x 0 2i -j < 0 < x �e 0 0 0 Z) — cl� LL L) LL -j < < 0 1-- Z) U) <C3X-j X Z) 0 zu-U-0uz)2011�- aw"M 0'205C'00z < Uj Z n 1 0 0 0 (30 Z U) a- > LU it 0 = 5 a- 0 z Y' o z ILL o C cL < Uj < Z LU Z a- V5 LL < 0 LU 2 LU < 0 cl� 0 z LL < 0 < 0 C) z N W 0 (0 0 M 0 z co f*-- < LO 0- —1 . Li- U) - r-, z LL' < Lq 0� M cy) 0- r-- 00 < >- Z C) z Uj 0 C (0 C14 04 co C%J CY) C14 0 Cq C) 04 C) 04 CN C14 C) C) CD C) C:) 0 CD 100 I I I (0 r-- co — 0 04 CD C14 C) N 04 C\I 0 0 C� C)'; C� 0 N 0 C14 I C) C14 I 0 C14 I CD C14 I 0) C� 00 9 Ul) 00 9 cy) T-- (N 0 C') ,;I, 0 —. CD, 0 11 CD (6 C) 0 U) LO (D > C:) 0 . CY) 0 . 0 . LID 0 . (01 CD . I- I V-: I 1 00 C/) Z z 9 f-j 0 WW 0 LU U) F- 5; Q F- 0 Fy- 0 > 0 0 LO -0 V) Z W F- 0� I-- 0 < co z 1.- 3: Z (D 0 t= LL, z 00 01-' >- < Uj 0 Z U LLJ 2 z LU < co Z z z < 0 z 0 0 0 z ST z z LL11 co N W 0 N @ C:) LAST PLOT DATE > May. 9, 23 z+-a 0 -j STAIR DETAILS IENGINEERING SPECIFICATIONS 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 & CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • FC 4" PRECAST LINTELS = 3000 PSI * REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM * PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. * 7/32 INCH WIRE PER ASTM A510 * MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1, PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L1360 VERTICAL DEFLEC-RON, 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTE 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4, 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 < 110 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-IB SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads ICAXT4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 0-2 8F12-1B 8F16-10 8F20-IB 8F24-IB 8F28-IB ' 8F32-IB Z-10" (34") PRECAST 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 1 Y-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 - 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 -7 2110 2931 3753 4576 5400 .6224 189 4375 6113 754LL7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 (36) 7342 (19' 8733 (19' 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19] 7181 (19� 8328 (20)1 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 8825 L41 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472. 1� 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 __L 3302 752 1245 1843 2564 3486 4705 (37) 6390 (47)1 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 L3�_ 4754. L45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 1 IT-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 1 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 1 15'-4" (184") PRESTRESSED N. R. N R N R N R N R N R N R N R 412 710 1250 1733 2058 2320 2513 1T-4" (208") PRESTRESSED N, R' N R N R N R N R N R I NR NR P2047 300 548 950 1326 1609 1849 0 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 235 420 7SO 1037 1282 1515 1716 1 21'-4" (256") PRESTRESSED N. R. NR N R N R N R N R N R N R 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N. R. N R N R N R N N R NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R� NR NR NR NR NR NR NR 129 250 450 . 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOP GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <^mT+11T41 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LEN;H SRU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB BRF22-08 BRF26-OB 3RF30-OB 8RF6 -1B 8RF10 -1B 8RFI+IB 8RF18 -1B 8RF22 -1B 8RF26 -1B 8RF30 -1B 4'-4" (52") PRECAST 1631 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 - -T756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 0UU 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19 9311(19) 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19 8706 (19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 1 9479 10893 (32) 7-6" (90") PRECAST Wzy 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19110893 (48) 9'-8" (116") PRECAST 411 1 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 1 5891(471 SAFE LATERAL LOADS FOR R" PRECAST & PRESTRESSED U-LINTELS lc^wr-<4qqm SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4--0" (48') PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 1 734 T-10" (70") PRECAST 340 339 607 6'-6" (72") 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'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 2V-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N�R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NCTE IS SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS .A <^ZT-1;�4144W SAFE LOAD PLF --- -___TYPE LENGTH 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4�4' (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9--8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T X-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECA.51 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 .4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-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 (11) 2571(10 3039 (10) 3508 (9) 727 1166 1634 2102 , 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 147L1� 181X15 2152 (16 2494 (15 591 851 1326 1705 2084 1 2463 2842 10'-6" (126") PRECAST 530 552 914 (15' 1185(15 1458 (15 1732 (15 2007 (15'. 530 686 1183 1526 1865 2204 2544 11--4" (136") PRECAST 474 485 798 (15� 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 (14) 936 (141 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 (1� 1141(14 __IEL�j - 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15 346 559 (14). 723 (14 887 (1 1052 (14 410 420 709 1050 1434 (8) 1694 (8) _E!Lj� 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 (14 4 246 390 655 968 1324 (8) 1625 (Is __12LL 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 3 230 364 609 897 1224 (8) _2L _(L 1562 (14 1801 (1 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12 637 (12 754 (12 872 (12 192 303 500 732 993 (8) 1268 (14 1470 (1 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12' 1 646 (1 746 (121 166 261 424 616 831(8) 1057 (14, 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (1 393 (1 480 (1 567 (1 654 (1 142 230 369 531 713 (7 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (1 461 (10) 545 (1 629 (1 137 221 354 508 681 (7) 861(13 997 24'-0" (288") PRESTRESSED 124 175 1 267 (10)1 341 (10 416 (10) 491 10 d(112 566 (10) 124 200 1 316 1 450 1 600 (7)IE756 5 875 (1 (#) 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 4^ST'4494" SAFE LOAD - POUNDS PER LINEAR FOOT -__ _TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RFIB-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 Y-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) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12' 1301(15] 1640 (15 1980 (15 2322 (16 395 SRI) - 113ST1514 1 1893 1 2272 12652 (#) 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 G POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS % > 8F16-IB/1T 8RF14-1B/0T c:- > 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W1 (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. => < t; --, -i " �q - - P LU z LU L-dj 0- 4 #5 REBAR AT BOTTOM MIN. (1) X -j 0� U- U 0 - REQ'D < Ln ce ,,,-16 GAUGE POWERS < bo , �y 4 U STEEL BOXED N Uj 0 W a- LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTFOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. < = 0 LU co z --GROUT C Ln 4 5 REBAR AT BOTTOM I It ON Piz OF LINTEL CAVITY for co BOTTOM REINFORCING L 7-118" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH �QUANTTTY OF #5 0).�U�NIT'2382 - 1ST FLOOR PLAN NOMINAL HEIGHT REBAR AT TOP 1 / I I _ 1 -011 JUL 2 1 Virtual Review Assist, Inc. Review completed and approve iliance with the 2020 FBC 7th E� by Debra Anne Kjahr PX2300 cn CN C) 0') LO 4, co a 00 LO M 0 v- LU z V) Q) LO E > 0 0 �O q U 4-- V) V, Z) U -0-02 0 0�' :E E 0 ::) 0 U 0 - -0 0 0 LL 0" < u CD < U LU 7C) ()o E C'i C:) - ! . 6) 0 11 00) a') LU LL1 W 0 LLT LLJ F- W LU LU 200 LU 0� 2 -1 W z W C�02-j< < <��e 0 z 0 LL 0 0 LL _j 0 < -j < x -j Z LQL� LL 0 Z 2 0 0 F- < ::) 0 000��o 0200c,00M Z Z :D 0 0 0 Z C/) W LU V) W Fn 0� 0-> WW W 0- z �e 0 �-- Z LL < 0 0 z 0 W Q -j < W 55 W z 0 LL < 0 W W < < 8 0 �e z 0 0 < U- F<- LL C:) C) z N W LD > 0 (0 0 L.: (y) 0 < (y) P-- LO -j LL- I,-- z < LU < LO cy) 00 < < z z W W 0 N N c1r) C14 cy) N 0 N 0 N C) C14 T- c:) 04 0 N c:) c:) 0 c:) c; I o6i 61 IT-- I I Cc T-- 00 - c:) N 0 N 0 N N N 0 C) N C) N C) N 0 N C) N 0 N 0 N 6 c� 0� 9 Af� T- 06 R A 11 N 6 m N 0 :C:) 0 T" "- 0 6 a 0 U) CN L0 > 0 N '0 'cy) 0 0 C=) 0 LO T-: I I I I I LO CD r- %Ad Z Z 0 0 4-0 LU LU (1) > 0 C) cy) 0 < -0 -0 0 W LU a- z: LIJ < z < LU m 0 �- z: Z (D 0 LU Z r*4 00 > Ix W 0 ion t r 0- Z x Z Z LL LU 0 -e < �- 3 2 z 2 < 0 13- >- LU 5a z z 7 < z - 0 ry seo z F- 0 0 0 z S z z LU I co LLI 0 o LAST PLOT DATE > May. 9,23 "j AO Z STRUCTURAL . -i DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTEI-S 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 (I) #5U (1)#5L (1)#5U [0)95L (])#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (I)#5U DETAIL'D' DETAIL'B'&'C' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3141 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2038 3722 3722 3598 3598 4'-6" 3'-27 PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 414P 3'-4!' PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 1 2000 2000 5--10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'4" 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 71�811 6141 PRECAST (2) D4.5 WIRE (2) No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1062 1062 1048 1048 8'-4" 7-9' PRECAST (2) D4.5 WIRE (2) No.4 548 1 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 '411 10.41 PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 121�011 101-81, PRECAST (2) No. 3 (2) No.5 329 602 602 430 602 12'-6" 11 '-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13�4' 12'-g' PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-&' PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4 .1 PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 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 19141 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) 7/16 strand + 256 256 1&8 262 (2) No. 5 N.R. 21-4- 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-&' PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + F2 7-O'F2Z-8" PRESTRESSED (2) No. 3 1 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION I - PLAIN LINTEL/ -1 QUANTrFYOF 5BARAT I -SOLID LINTEL r LOWER IINTELI AVITY [8xl 6-P-1 L/1 J] NOMINAL Z"T'j j L QUANTITY 1011 415 BAR AT NOMINAL HEIGHT UPPER 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)#5L (1)#5U (0)#5L (I) #5U (1) #5L (1) #5U (])#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'Y DETA!L'H'&'J' DETAILK 2--1 0" 1 �4' 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" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 1 OGOO 9863 10000 4'-8" 3�4' PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5141 4'-ff PRECAST l2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 ' -1 0" 5'- 10" 4-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-8" j8'-4' 64' PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 81 0., -0.1 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 1 2421 2607 9'-4" 6-13" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 1 7-2" PRECAST [2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 '-4 " 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 101-8.. PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" P1 11 '-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13-4- 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3_ (2) No. 5 1149 1149 760 1149 14'-8" 13'-4.1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-G' PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-C)" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 12) 7/16 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 (2) 7/16 strand + 24'-0" 22'-8" j PRESTRESSED (2) No. 3 L- 1 (2) No. 5 642 1 642 1 306 599 <: DETAIL "H" DETAIL "J" Dl TYPE DESIGNATION P -PLAIN LINTEL/ -1 QUANTITY OF 5 BAR AT 5 -SOLID LINTEL F LOWER LINTEII.A111 [8x16-P-1L/IU1 LQUANTITY .1111 BAR IT NOMINALWIDTHJ j UIPE , LINTEL CAVITY NOMINAL HEIGHT CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 [1) U III L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE'&'DF' DETAIL'DG' 3'-8" 24" 2'-a' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-,V' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4' 3'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-&' 4'-4" 4'-W PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 13/0 1578 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 E6: �4- M V M DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P :PLAIN LINTEL/ QUANTITY Of #5 BAR AT I SOLID LINTEL -1 FL.WER LINTEL CAVITY [8x16-P-IL/1U] NCMINALWIDTHJ j L QUANTITY OF 11111 ATI NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (0)#5L (I)*5U (1) #SL (1) #5U (1)#5L (2)#5U (1) #5L (1) #5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 21-21 PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 41�011 2141 PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-Z' PRECAST (2) D4.5 WIRE [2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4693 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE [2) No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5-4- PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 741 6141 PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7'-8" 6'-N' PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4!' 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10341 9(4i PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11 '41 ioi-oii PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 121�011 101-81' PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 11-4- 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) 7116 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'--0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (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'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + i 24'-0" 22'-8" PRESTRESSED (2) No. 3 1 (2) No. 5 399 399 217 M DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P -PILAIN LINTEIJ QUANTITY OF #5 BAR T S-SOLID LINTEL LOWER LINTEL CA111Y [8xI 6-P-1 L/I J] NOMINALWIDTH j j L QIIITITY .111111 NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (1)#5L [I) #5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1) #5L (1) #5U DETAIL'N' DETAIL'L'&'M' 2'-10" 1-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 1 ODOO 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 1 ocoo 10000 64' 4--0" PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 6-10" 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" 6-4- 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" S.-Ol. PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10141 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 11 '-4" lo.-O.. PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 121-0" 10'-8" PRECAST (2) No. 3 (2� No. 5 1895 1895 1401 1895 12-6- 1 V-2" PRECAST (2) No. 3_ (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 M 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) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 18.-011 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 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) 7116 strand + 850 850 471 923 1 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 35 DETAIL 1" DETAIL "P q'I TYPE DESIGNATION I -PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID LINTEL --E1 LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTHJJ L QUANTITY OF #5 BAR AT NOMINAL HEIGH UPPER LINTEL CAVITY I 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 B070M BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L OLD #5 (1) U (1) L 1 SOLID *#'5'1('l UJ'0 I L L 0 SOLID #5 (2) U (1) L DETAIL'DH' DETAIL IDS DETAIL 'DH' & DJ DETAIL'Dr 2--l' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4�-O" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-Z� 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-,V' 3'-a' 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 1 3647 9133 7835 8173 4'-8" 34" 3'-01' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 6.61 4'-4'' 4�-O' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54" 5'�O" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-9' 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'4' 8'-4" 9-0- PRECAST IR (2) D4.5 W E (2) No. 4 1563 1563 1 1113 1 1451 DETAIL "DH" DETAIL "DY' DETAIL "DW' TYPE DESIGNATION P-PLAINLINTEU -1 r QUANTITY OF III BAR IT S-SOUDLINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 J] NOMINALWIDTHJ j L.IJANTITY.1�51ARATI NOMINAL HEIGHT PPER LINTEL CAVITY GENERAL NOTES: 1.)JCODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS P402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE-CASTW/STANDARD REIN FORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40), 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 11 11 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN Co 7/32'STIRRUPS AT 4'-0" cc bo Go M (TIED OR WELDED) ;�r Ln Ln BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL 2" 7 2" 00 00 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE BEARING OF Its �WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I) #5U (1) #5L (1) #5U (0) #5L (1) #51J (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1) #'tL (1) #5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 0000 10000 10000 10000 3'-6" 2--Z' 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 4r4t 3'-Zp PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-S' 3'-4 1. 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 1 ODOO 51�10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6 T -6" 6-2" PRECAST D .5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6'-2'p PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7r�8'f 6141 PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 81-91 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4!' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9.-Z. PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'4" 1 O.-Olp PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" lop-81, PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11 '-2" PRECAST (2) No. 3 (2) No� 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14�-O" 12P-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 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�4' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 [2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18P-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 1 1 1 1 20'-B" PRESTRESSED 1 (2) No. 3 (2) 7/16 strand + 1023 1023 1 576 1 1121 1 (2) No. 5 (2) 7/16 strand + PRESTRESSED (2) No. 3 (2) No. 5 898 898 1 481 1 947 1 n� 0" DETAIL "P" DETAIL TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1 6-P-I L/1 U] NOMINALWIDTHJ L QUANTITY OF 15 EARAT NOMINAL HEIGHT I UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) Tx20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTELTYPE 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 I SOLID 115( # 5f � jUU0( � L L I SOLID #5 (2) U (1) L DETAILDU DETAIL'DM' DETAIL'DL! & 'DM' DEFAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-D" 2'-8" 2�-I' PRECAST (2) D4�5 WIRE (2) No. 3 6054 10000 8442 10000 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 100DO 4'-4' 3'--U' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4"' 3'-U' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 1 5141 4�4' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 64' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'-N' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 r--11 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 2158 2158 1 936 1 2036 UNIT'2382'- 1ST FLOOR PLAN_ 1/811 = if-Ofl GRAVITY & UPLIFT SAFE LOADS (PLF) 8''x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L 1 SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL IDA' DETAIL 'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-B" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1 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'-9' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 61-81, 64" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 91-81, 8'-4" 8'-O'� PRECAST 1 (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U �0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAILDO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4- 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4-0" 2'-B" 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 10000 9505 10000 41" 3'-0" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4-8"' 3'-4"' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 6-8" 4-4" 4'-D' PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-9' 5'-4!' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-9' 6'-4!' 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 7-811 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION 7:184w1 F*MWAAT :4 [8x16-P-1L/1lJ1 LINVW chr To EIN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION uk"' FNWWoW [8x16-P-1L/1U1 %V= L WNWAT MML MOW Cfyny TYPE DESIGNATION P PLkjN LLINTEL/ QUANTITY OF #5 BAR AT I :SC1 D INTEL -1 r LOWER UNTIL CAVITY [8xl 6-P-1 L/I J] NOMINALWIDTH 1 L 111A TITY �I III AT NOM[NA.HEIGHT] JPPEIR' LINTELCAvTY I o 3 JUL 11161611% , Virtual Review Assist, lnc� ' plans Review completed and a;� 4e 020 FBC 7th Editio for compliance with the 2 �,y oebra Anne Klahlr SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8 "x8" PLAIN 8"x8" SOLID 2'- 10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 51-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 1 0�4' Precast 156 600 1 Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-Y' Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended Cl) C14 C) 0) LO LO C:) 00 LO 4: W 0 e� W z 0 (1) L0 E 0 C4 0 '0 9 U (y) S�! 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PG1r Series 5570 1 1 1 NOA 21-0205-03 O'�, - +38,7/-38.7 psf 4114/2.-_t) Pella Corporation + L . FL2646 - C. SEC11ONAL Wayre-Dalton SeOes 8000181061820.0 #1 105 (8X7) FL824&3 "!I "t +31-01-35,0 psf 12131120 .,:� 2 __ - � Wayre-Dalton Series 8000-181 0018200 #1 123 (16X7) Wayre-Dalton Series 8000181 00/18200 #1 124 (16X7) FL8248A0 FL,8248 � 1 1 +30.01-315 psf 12/31/20223 +34,,4/-38,3 psf 1 2 / 3 1 12l 01 2 3 I D. METAL LOUVERED DRS Curries Division of AADG, Inc . 607,707.727.747,and 847 Single & Pairs of Doors . � - . I F1.115371 - 4 NIA (see inst sht) 12/3112025 - � I P _____.__1111�� ogx-�fmo, morlburm imwwiAoaz mc totm-�" wirrh t3dr 14uF=,ao%lA Riover- RA*d &ZA Ovilairt"s Awasolde up" nwlam� = 6* "411 Applot 2. 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FL15349.1 ; NIA 5/25(2031 - +60.01-60,0 psf 41312023 - PGT Series 5520 Pella Corporation Series 1 0/20 F L24.3 � 5 FL6694 NIA 4j`30/2025 +�50,01�-50�O psf 7/1 &2024 I I I I I I I I � I i i— I I � � I I I 1_0 Pella f"'orporation L 10 Series Flange Fixed � N/A 512 512 0 '1'3� I D, MULLION - - MI W:�nclows and Doors Series 5764 FL153512 NJIl 12/3112024 PGT Series 5500 FL261.1 N/A 5,1226120,26 Flo Ida Dopefterril of Sloalness & Piclassforaiid Regulatlon ARP I V1 Buildino codes a"d starrunds Moll Fir"Ild Apportivid Applicatkon Del E. OTHER 3. PANEL WALL I I I I � "' . ..... r. . L I I �:.M:::�"L� ��::. , I - �- F �, - r I - , . L7 �: rk�:::: ��i: r4 . � : r . _- - � ..�:.�L-rLp:::::::::::::::::4:�::::::::� lrl � r ", ::::� �i i T, . 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Solid and Vented Aluminum Sofflt FLISS44 R5 +54.2/-54,2 psf 7/30/2023 � C OTHER Emma el : F____________________ - _, — r PA&AMiew il X$ -Vft Ircift Im2mc 9WW ~ff BrAitaLpta"M J""Y gktgdt"M BOOM" 2-1l ==.!l �, � - - ____ ____ I - Sph", l 111l (HAD o0w� l 1755.0wa 20S. 1 mi rMA Y.. UMS 511J No MIA �10�isa 4. ROOFING PRODUCTS - i i I I ! � ! i F ,jarda 0etorl of Rushripss & DftAm,Yoria, Regriatlon Mill Codes arod i3irend3rd5 Product Apol Appi-cafion Del" Io�,- - ��- 11!��212�1 I ! I I I " � � . � � i ! - - 1 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional __ FL10124.1 NIA � I 12/16/2025 ModdeDepadmiroal 13usiness&Profmill Regulation . 134I&V C*cM ard 45to ridara Foal oN vooNos I — -------- i E011-1-11a-M .__________.______ L , L� L. I - � . I B. UNDERLAYMENTS Tamko (for Shingle Roof) 1 I- lift Felt Undeflayment FL12328 N/A - 6129)2023 Fircalod Approval A r4A ostiork Ntall I -Pk i �� v,— i - ax;' k�%._,_ CA-t E'd-.4 I. veldai,e A. 11=4UA-i� AoiLo Nlu WA�?,mlos P,ailr VoL.I... 2l M-m- 44ii-A -A."-d I t ! Plyglass USA, Inc (for Tile Roo� POLYSTICK TU MAX I FL5259 � NIA 12123/20223 - _�� I el� ip�4pnj�w:�JK- ,�L'� ji� L 'Jlr� L L L I PlUt ka yeellea foeve- coa) Mail LIU hig I 2 I - .-.-.. ___...__ . ..... ..... —.....— _..._____.__ ._..___._._ ff; � �'. Ra_ � � � 'L � �L, � ; ;f_ � -TI L L� ;� ' L�LL .� �� ' �F,��.�,�� _, , . �� L L - L I I � I I L �.�,� �4.� L � �:�:�! � . . A V -I . zu-N n , �� ; � 2] �L: L L �� -�- - ,]L 1 ��!j2� � � !:::��J:�: F�:: r L 1, �, : T -1 �-� . 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E , ROOFING TILES � L L - .1 � . 1. Boral Mile Villa 900 - FL7849.27 - FL7849.28 11 N/A 1 2, 1 3 1 1220 255 ! Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12,131/2025 F, METAL ROOF � DMC1100NS. DMC 15OSS, DMC 175S, DMC Drexel Metals, Inc. 200S. DMC 5V FL17679.1 , -% +01-180 1213114025 ,,, I I � I I ; I i ror,"! �,A Do P0 � I ,,, P, r- �t V 6 k Is � i ro�, s & P rUfoul,,r * I 1', a I R 0,.'r 1 I Is', � o vi N,_rr, Ir 'Ir'. 1 klfld:�f%g C06o_� AW starld"Int, IAOT.V � - - - - - - I 5. S HU TTERS ___ � 1-1 4 h a 7 11 9 IfII 1$ 12 it to is 16 I _� oL 71hmma,7,� Foot-ClaitI4 Apid 1A,,YAh-_Rai il aoe*2U&qxorVRMohrq,1� OMM. IM111=6 W, CWromooJr; aor; Fboroknf,oiaoi joov �hvwo row �_olwoorool ,�,. T"_Tto F�WF'A,��,. .10 le,.rootl , 1=14=: WX:m;ft"d&w,-t (looq.. 1 M-Mm 4. 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Fo,t�n,f Er'-r, �Ilvrl�, tr , ,41.,i� A bl ,,I. 1:. i I '. I :- "", I � for compliance with the 2020 FBC 7th Edition I D.glplhln,�� Irl C,A,�e bc , � - F111 "l—IQ by Debra Anne Klahr PX2300 i —Y,iV-. I ADAMN"14 -Aam-le"IL Awm�LMIKLUke Ill iMwn C, ."..ii-2a i ubl_� taLfafkd� - fil fts_�1_2 "11 see I, xdli�ll F 2t2X-17 2WIMILPAYM Efiallds IEel i � �, - -, ji � I- _ .- Z 1 _Y � � � � I P I I - �,- . 11 P_ , __- _11 ." 'u.- gr I-, Lf 121,SiQLI�L 'If'. �.s Y., ,VA I 1�,�,`i , - --ollwo"A do�k�. i �____ ___ - __ All American Shutters & Glass Galvanized Steel Ston,n Panels FL17869�1 N[JI'A 12/3112023 I I 6. STRUCTURAL I COMPONENTS k WOOD C10NNEC'MRS/ ANCHORS USP Structural Conn, see chart Simpson Strong -Tie see chart —1- - - - B. TRUSS PLATES - 17A/ Building Components Alpine Truss Plates FL1999,1 - FL1999A NIA 12/31 r " 24 /201 - ---' - MiTe4ic. Industries, Inc, Truss Plates FL2197A - FL2197�5 NIA 12/3112024 C. ENGINEERED LUMBER D, [VATERIAL TL, PSL, LSL Weyertiaeuser Rim Board. ll � -%_� Hig,h Streng Cast th Concrete Lintels, Crete Corp. FL6527.1 - FIL-6527.5 4 NOA 20 -0630. -I 5 N/A 100, 3112023 ____ 0 MIA 9/1 1/20Z3 1 , Commercial Concrete Products, Inc, High Stre2gth Conc FL1774 NIA 5/25/20aZ4 _ 11 I ''I 11 i I I . l � � The products listed below did I ! rot demonstrate product approval at plan re\Aew. I understand that at the time of inspection of these products.. the * liable to the inspector on the jobsite, 1) copy of the product approital, 2) a Ioat T I - � I following information must be i Flol Dropartinient of BuPneras& Profmalonal RegiJa6cril Suldmg Codes wid Slarida ids Product Appoirat Apolcallou Detafl PAN, of 1 _IerffM i ! I I i 1 i i ! i F:rr,,erl rl-,�Ivrlflt�fl, of ReSKie-- & P�&L,,esispal..Regutl PuIldlirq Gedes arUlftrKWIrds Pmduct AplimIoral Applicaflon Derail pi,�� 1,( 2 11111"I'A21 " 0. 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L�, ("'r-, EnAmir-A Lri Y_11011101�� YAM9 aimal"i !1_120W"� _AeQQ;:eTA at A-1 _rF (D (3) (1100i 1144-7820 PE4=u 1 (013) 787-86% Aftrudken 20,% Pill i.i J R.W"Ad W., i-fladr, aCC0 � CER Kilkna-D.r.0006-1.1AL luosi 11salle"520 110i/2120 Aviona'Foi F-14110. =1 W Wad,.mrs amid Doi Breird&Rrear A ns t 0 c N ch I w war Steven lit olrieIr, PIE 1WsMZN flover2oW liChns=10 Apc��,j �e,,,,, 7_�21_ V,l W1111- 11 , �, 90 &I J_Et. ,��_, _d, A_� ,W S, a _�_�', PS , I Tj 2, 4�y, 1_,) i 7rll� ,a, i b�.�C�tl 1%W-Fid 0) L) M U') :t_.� - caustiory. Eglookor Devis I _��' V � -i" = III CZ U) SUboodaggioni, eliginging Fpsarsor Door Assembled otiolopenscovill1thermodrU.0D Caftsperr- Wndg� (9411466i (786) 315,25900 Caborgaw Whom �7-7�365.3300 heorrulafta-ans ".-Firlion t?1T)31T,rF454 pioc�l;i, W��k,3 t7,7, 36'._'Wo Mf�_ A,_-- ��,r_ -4-34 , "I.Wann.- I 1--s!"eregrey- 1�_, biAh�_,#ri = compliance Method: E,naluation Repodfroms IF Subcoserraceir: Si Hei W-99"Wriporsorignina; Sisociontoti HorbirwAtslift (D - r-3 0 P itnida Registered ArohW or a Licemosed Ficki Corrionse- Nothrid: Curflesi him* � Lhi - cariparres, blinnind: Cerfitirston verk a Lrrko I C-.FMPR_ Pli C-1,11-i- Wvi, � Le-, -0 -0 protessi Friginark, = 5 0 - - FLAMA21norriftlots Lkll=ogs emlagaz I Ferri ' (3.) : $_ KAMMI listallwels i 29L4A.'adualue aliallaelilul-1.11I AgeLeillojid.11a sueel'a 2W&L 0 r- 0 :5. Qaflliilia� amabmLWLLM &Qi�� MHMI grind amEahmma anionalwilarilgir &NEQUIkLu'a trablilt 1�1'rjptr . r=_ ::- e: - adoijisialars - , i &i P�qz�IM�rgr��Z�o- farquo-plaarliI ritaWILWAkk2d, W41tZ Wftti talibil" el-tPuAl = gualuaimbIllogs AVloffl�Ma III Wd 6911119W E% go Ion Quitic U" LPLZWgLvgd&NRON.PLKM PJAVA.2awwril, III III= Z"a h realliallai Eldora awl ftlialkal M Ulan ftiblies, Drug= 22= gammm Rat- asd)IL BMW &�ILE i I 1 �e I li� '7r - 72 j_a, 1, -, WCOIrCP3 - ,,, ?�, F�-�,11� 0 LL_ - S-4 * Product Modal. Number or Name Product Description Contract Expiration Dais to HVHZ Outside HVKZ flifflidslant PrOWARIN 2 $1,154001to,94 issue. braiod) "'" suot king FiArkor. ola,4012N$ Y_ Y.. V. MIA I HS 1* ri. ForwFut-Fre- nx92 tri-Isfird Gfir- 02tstrad-14 ". Y_ N. -!i_,t -�! . = - - - - __TcT_ -No WA i A�_) �w 1 a TheringsTm F4ber-Olassia and Smoth-Stour Norrinal O&M.3 8quotNorr-linogiatillcroot Opaque 112raltm No ( 73 .*-- CZ Gomporrift Edge Fining looss Single Dow i M C) > � In rw faWlenmil: X configumbi I U) 2 I TherrinerTru Mber-Clai and Smoom-Slour Nomma I dilki 6 akilugot; Noriq rripariblecium Oposclue l2f31f= No Year No NIA i i Compoesto Ed" Fibreng latia Single Door Wth . (1) Lz i L Sideriti �nisreirgillOulswinsir XO. OX cc QXO i . W 0- covilg.mro..) ! ") 3 c Thernslu'r ni lotoe-Clasarm and Sirriageth.8b; r Nominal SAJi3&. 8 9quot, Nori ripate"ot Opaque 12t3lf= NO Yes, No NIA i = C V L'o- W 8- 0 Fiberaliass composite Editre Dot" Dogii or C_ _.e. "iti $mWiters (0gkrrr#Ou hoM rip: XXor O= I �-- _= . - C/) I.. conrouralisms) I i 4 d. ThamisiTru 11bor-C'Usisr and Srnuk*fi.ftwr Nominal 7&M. 0 6quot, NonArtzric8quat Opaque lmi= W Y4`5. NO NIA __ I - 1 Composite, Edgro Feberg lass, single Door I �IrerkrvronOutkrkrmg� X ocnegrunation) j � 5 a ThernioFTru F4W-riai and arruxio,sui Naffira t FSAW� a 0ALM rion-1 intrec"ot; Opique UYIV4122 Ties Yea rk, NYA ! Composite Edgm F-bei less Single Doorwith i I ALA Sidedgi (I iAnnrV*V"A2: XO. OX or OXO I 111111111"'1111111111111111111111" corfrorrosi I a i 7horrivii Rrow-Calrou, aid Sere-N-Roor NuFrIllinai G&M;D s,qvot,N0A-iirjAu:uuqui Opaque I=Q= f`ic Ifts, f4s) WA Florrida Depieftent of Business & Prof0rilsioral Rogulation P,-D. I irr t Florida Daparorruent of Business 8 Professional Regulators F - - z,e 1 � - � Flomva �_'rep,rlrr-ent ,,f Business K Pircfes-vaonall Regilitatiar P� a� I Compostle Eden Sbarglaes, Single Door Build- ig Codes and Stando rds I&= BuildinU Codes and Standards I i f,1111 I _�, � Fluilding Cp-ies ard Stirar-rc F_T�_ Oniskeogloutersdire: X Consternation) 1 7 9, Thirriv-Tru Filow-Clorkor; arid Snivat-ilitur � WE Niom"Wrial Nano 8ervotflori-impokeerew;, Opaque 12,31=22 140 yo,o NO NO, i oderpo,utis Edge f9lbeirghear SinaNr Deo:if esith Product ApproVal ApsTIC311011, Detail Product ApproVall Application Detail I Fli oduct Approval AWIlcation Detail Skiel"N 0 mookussildititskeing; XO, OX or OXO I � vornigurations) � � �_. - .1 -1 - . - I __ .1 - I - . - __ - - � � I " � I I - - I � - I - - , - .. -- __ I '-- � I � I - - , I , �� 11, '-, - , L �� ' I , , . - I - I I 1, . - ,� I � �i7 . -_- I � 14 � I I , �r : _: 4 � - - I I - I I - - ; �a, �, i " ----. ____ - _ __ __ " , ., - � � I I I I . I . � - � I -, �7_ 3 ��_, �: .i �_, i - ' =-, �, , -. r. r, 1. � I . I i " � I I _ � I I � , �,L �_ . L., . . I- r I I 1- 1; -1-1 � I ____ ., ,- - -� '��, r-, I � I I � I � , :v � i� �� : � �:., : r : �1� .r . __�7 -: - - � .. - 4 � � , _ 1 � 11 . _ I ":!: _ r�� _ 7� r - 11 r Ir I , r � - . - � � 11 I I 11 - "' _ "�ij JL :::: - � .; '. I 11 � r :ir,:: ,: � I I 1; X� I � I � 11 I 1. � I , _,�r: �' T_' � � � � ' L I I . 1 ka:2 Ei4n;5� - _ r :. , ;; , ,:��Z ei� _�jr�.�:)�, ;:� �r� , I �. � -- - ,: � �� , , I I I - I � . I I I I I I I .. � - � - � : I , r � I � I 11 _,r . __ � 11-1, .. � 11 � 1 __4pi. � , , - , � . r . I � r ,, I ; r - �_, I - - , : T I a IF TheirrauTra Fitisr-Cbssior and Srrkok;O�Starr W.MrW Milli "IrarnrmprASquo� Opaque 1=117=t tu> yes, Pro, NIA �AAW.W- i_ I I , - - , - , r - - I � , � I - � ! : �� ,'' - '0090dI � �, I �. - r - � � ____ � � � � - I 11 �, I I � ___ I . . 1 .1 � I � Cohnilies.1% Edge Rb"Whis. Doubilik Disegir rift or - � � I - - - - ___ I - ---- . I 1. -_ .- � - - . - - - . - .. 1. -_ _. - - _ - i L vollitlessul Skiselibies. ilrueertnWOrmi XX or OXXO as& rat'j-01: 2" am ea. Pon torrid 20 &2da Enifty or 211 Did& Date Paridiksa mg I �� _-FAW - 9il-I 2E.- RxL_Fllu3aa2 u-12 OWWalt(CANA) I)= YWIM 111-rimlittirm QKW lilrennoti A 1.1sirm UNI W VWLUU julanistil rr'Alagdoell milloulai a" mm YmIlli molduib=. 2WARI [agasittl1k 612M. xigg&-d Is ),'�m7rr umuw IVA emmtw iiiiii zq_�, 1 _1un Y-m1m, %_'i .rddA.M-4 11talax-1111i YAI 11MIntf.4 PEAmilm-li MM26 am& I 0 i Tharma-Tru F iserr-Casi arid ileripami Nonnunral UIri &quottlon-1 riperotil,quot, 61ori 1=1$= No yes, No NFA Aftnissi Iiii PUT Irmi4rei; jens R&.Figlu W-F-Dwer EPCCO- CER rutiov-DudelliCCO-VAI i I Wa-ar I UX502r 11M TqV20 Arpiesed -R,A- 21020 101 Nli A no Perini iz�l sithkow Luis A L�%, PE sle,4. 9 us".0, Pa iM412021 1 rx a-, WA IFYI&Q020 12Mfepj� ��l : �,_Iltni �L,%, P_� lld 1.1t,11- I F�l I �Nlllkl rFri.i2�,- �,-D - -� F.In-,", a-L - ia C � - �, 1 i1r,5coal 1 i �15ML_13 1'�_IF262101 Aoix�� Compo0a Edge Fiberglass Sma W Door courgI Wri uo4i)4"IQU (78w m5-25W tat.9kir W.de- M1�310-33-, PE-t-51 4 (717):!17-8454 i _��.IF, � X, I' S (��41 4�.-_411 0-�,,�i 3T�� (InswrioiOutswing: X conlioufation) auscraderi Rrgid Frosorogibitirptingluminti susbcabrowrin Wil- ;odssgirii:imkFV_*FFm i 13<�o � Kir-1 I t ��,_-xi A T" --r- e, .: in t Thermai r1ber4laii and Sirregras-ster Nominal Usti 9questintion4mrsentilequi Glazed 12i3112022 her yeg N(o MIA d.vm- mmh--. cenoomr,N kh's, . u%ring - comil� 41911,011; 15"alkon Report 14'rn � c-'al L�,,,. W ah,di,'--ill, Oi,,, W-1 � Lr,� ,,n C,onripoxi Edge Fiberglass Sm" Door uth PFNI ringeoli k-ehil-t " C-sotl flork' A I Sidelii (I nskk#WCubsnhfnW, XQ, OX or OXO Corboti I paile"-al Engineer 1 B#Ul4npui corruourations) I 11 it Thenorruit-Trui Fibeir-Glimi arid 6(mail-w5our Norninal 6&":6&quotNoTF-tmpoi1&QLKgt; GI lmlr2m 1,110 Yea P40 NrA Q�Mqsy autalasse &W-Milmillia distiewdidairlise he almo FLA1530AS Proanek � 21aUx.1t=Ap1r1 Aixiiann1j'a.umir dizaaareWa.1tia i-l�mr.L 114=11 cornporsde Edge Filbeqlarsin Double Dow wt� or an& Produd filield Walow, W Mass. prodart Itz"CrIggi 22nilard steirstion ligir 1211VII oglidnit illbligird prizesim i 11A1 41 Ejr.,&LAI UAlWa 1 injzArw� 81-113I r__1 Kat, 9QUEEKIi ILIA 0.2um tlhk4 all RZI-aW sgill'i $11401111i trusMrVQu"mgi XX or OXXO 11 PAL15210 di-g. mitapi, mini Vint Mod Windons irlr�,-Iall Y. YF� Y IVA, -0-VALV-42mi�2= townuAL&L-- mmag [NsK�_, i I ki�.li � �, 11 r�,,,., .. 1 �Y7'1- A-,'- 7, T. j " Imm6 � WZ�L� ` �, �ii - �a� � configiurabons) III talffLEROA-VACIS---Hm M%W masieW G21111AW Lmkmffl Does, bijilia Wellilki jilillitijailit 4-1,.- : 17 L Therni Fagar-Classe; and Smocith-Star Nominial 7&WO &quotl4gFnrrnp*26qkmt Glazed 124,Aj= No. Yes , ?i MIA 2 F194 Verb,*P-riummuroon 1201=4 N. ye's Y" ij,A I Con-woorta Edge Fibirmister Si A Door i I orisearaiN)WIbignini X oonlrasurroorti . r 11� en. Thwunzi-T. Fiber-Cloissi.and Srisgrath-Slon, Neorrinsid 7&gWO &q.otal-Irriparelliticeert: Glk,irredl IWI-P4122 ill. Year f1j. NtA I Cornpovie Edge Filsorglishoi Door YWh i cistleflaif ! , ru) orrarivirignutsFengi X01 ox� OXO . , configi , tons) - . 14 A� Thoor,di Fftiir�Ckgsxho Ford Sirignath-abor t4offlerral 8&039�0 41qualkelan.Improctilquot, Gluered 12151=22 N. yes N& MIA I COrnporifte Edge F911berolass sing is On., orsooki-WOUDis,mig: X cordourabon) 1 15 o I heArks-Tru fimer-Claski and Sremilh-star Nonnurd itaiii &q0Qtfkgb�lmPo"A^ Glazed 1=1ii NO ye& NO TVA � I (porriposibir Edge Fidemillassr sing le, Door Forts i Sidelilli 0 mmirg'Outswit: XQ, OXvir OXO � Florclar Departintard of Business & Profosmnal Regulation if�V, I I Dopourbraiii Diks1looli Prt)ferkailanal Regulatko r"Q- 'n, � oredgiaukons) . Florida lospartirrier. of Business & Professional Regulation on. I or' I 16 p, Thoura,11ru fusrrk�Closislc and Sminsolfi-Slar bionihad 6&riaIFP,&quott4�1mpad&q" Glazed 12131r= No Yes NO laA . Building Codes and Standillods 100i Building Codes and Standards l-", � i duildrig ti ird Star.Wds ar�f=l Comp.afte, EEdge Fiberglass Double Ono, YwO or � I I villhourl Sidelitim f1dregingeOurt-seingr M or DXXC� Prodiud Approwl Application Detail Product Approval Application Detail PioductApproFmil Apphi Detail reinfilprotionw) � 17 % T haurrei Fliq*0rairar and Srnok;M-Star Nonarsen MM:$ 6quistf,ion-imporefturX Oporl 121SID072 No Yes P40 WA - - - __ - - - - - - - - - __ �7 - . .. ;_ I I I ...� I : , .. - ._ - - I I ___ - - ---,---- __ .--.---. Composite Edge Fribeglass Sini Door %fth ;�- , " ',�,'_� � r, , _.�� -�� : ��'_ . .. �� __ I-_ � - -� �,�,, - - - . - 11 - , 1 - E - I- I I _ , - __ , - - - __ - - I - �� , , - __ _,� , - . , _� - . ,- - , - - __ - __ , _., - I 11 1 11.1 - 1 I _.- 1 -7 � :Z:T: __ r - ; __ - - - 7 1 11 . . I I . ____ - - , - , I Eurn-Ad,'Rwn - W - - - �7�, �:;, -, . � _ 11 ,� � I � -_ - . �_. ___ ,. - , . - . -, I I - I I - - - - I I - - I -111 I I _rr 1; - I F� - 1 - : i . - � I �L I I rn I - ;_,. - I � : - I .1 - � ; � I - - - __ I I - � , - , - � - I � - � . r - � I � - � ,. 'i �zflgL%00 -- -- -- I - � � -_-, ----..--- . I ___ 11 . __ _ , , , � , � akiIil� - - , . , �fN �� ,, : ,�T : , � , :;%%4,, �, L, � �� '' ' T "L I" ' � '�� ,�_, ! 1, ,; �7 � , , � ,,, � ," �` I'- '! 11 I i� � �, �.. I 'L. - .. - j :_ __1 . __ 1 7 1 . � I 11 . - , ; , - , I I - - �. �- - - - - � �, � � � , - � � 11�i� 11", ��1�7� �", , ,::��,,r'j,�!�L� a" � i: r� ;,,, , � I , ,,�,,iia�.�,, "41", I r I L - , � - I - I I I I . . I rr, I 'Ir - . , ,� I - � I , Transom (InswivillOvIsmW OIX oantigirratron) ,__ . , � �;L�� 'I �� , � : ', , J , � - � . I I I I �, I I Ili f Thenursa-Tru Fitorr-Ousesio and lininccm,Star Nciminal Milli &duotq[0?�4raaFrKqui Opaque 1261$= NO Yes No NiA lichr &KIne kor rao -telut 011it badris 0111I s9ft Erift lif 0-2 a 2FA Am interim 2ft i (�Irdsi _EarI psgk 2EU f�� e*ydrin 0-42 Composure, Edge Fibrogark; sing in Door welts i Lyz &mlla A al I &W -1.0 Sdellai end Trarars. (irark,svraiOutri O1XQj _qm jignsuin iligoillaigi Sewell Efluimaii Uixerss vakotbojoy o,umftbd f26-Aillabac Anover __11= I= mgmm amdk2wm costekA tailloger A I k- NW1111111ad ALIng" Fac Arionsind Aentand A-e-"- ; �WWIZAJ_01131 YARMititi )Wdi kILMI twihgwi ftzad Ri. Oflexorolox0connounifions) R_;ki_ -I= jam" li loulides; protaid% ln�, Chad 0110:414 Y. A�qm� TON jom 'FaFlifir"(41 P�E 11110SIM21� 12M44=0 olveaq2i dop Pat ApW, in-lork, 2120 A1.1de Nick Tnamn- ty'deirr gehikFieft, F-E AV, i Kirill, P P_ riwivai7i ir,fI5=71 =X,42071 G4nMV7;. �Pf�j i ,�_) 2o7' CAF KcFtc'zoloh AvAir, lvnrq�n joi V, Knc,irnlor, ll�, 1Z1ii[i`X:r1 � 7`1 ��Iylji)? 12,20,111- 0121X01,20 �1 �111p,,N_l I 10 e Thearer-Tru =11ow-Clansiscairal Seracrib-Stour Nominer 690��0�8&lks,A,.Non-�ffrwMqucht,,ClpaV4o Millf2m No Yes W NIA 0giogar. Paria Wall rVel 54ts3se PE_ � $orlz �W� 'I" 2!�$ carsokorr. Pon 61 vroin, a,Q)SZE-2369 PE-43409 arki 76i 1.bra.,T.-j,p (W__1_"_UIR leSINUE ��1,1; lr2-5724 C,ornpustbor Edge F�berghaaa;ilnpla Doocri "Canorkow. sidad 0adAWrr1egq%rm,vNt�t,r5 sa,cergaarr. 8'elliu, nui-r,sonaralrid- I S��d.L�,._ �,,,� 5�,,,Pk, �e3r,V"r Z- .J adirgWS) (I -kirtticistrosurri XO. Ox - OXO cwvimr,g 10411hi EYaluirtei Repent IrM 4, - CnPI1�N.(h.d-. _�aruoai. Ralkit n_ . ; �,V,P,ia,t,mosr.d:. �.,. Rer.Nr'-�M. Cortmuous Head and SM configgiroagors) floods Resss"red oldukrot are Osgk%edd i`1.104 Fri Ronortomr1k."Nort � o Lir�svd Faqd b I RVA�R"Ji'l,"oA-t-,� �� 1--d Fl.iiN _C I Theri F1 ow-cionisie 11" Se"Olin-Slar Nbmftl SUM,10 &qw*,N"4M;%FrR4uirt Opaque Qr?'llo "I No yong r1b Wlk Prohnsi E,ghrrerr Pronsensirrusi E.gneski I P�`,- F,-TU,i,-r I .1 Companies Edge rite iliburs Ski I I Z410 Door �&ota i Sidelibroi) � nissisingiiOultorkenoll; X . OX a OX0 f L602-711:32SP-1922111 i rr�_ �rl 2_�AW Pirod'i Continuous Hew and Sill mrsfigurabon,N) i 2"I u Thaftra-Tru Flow-C1901910 and snvcol FAr Femoral eaporis ".1poartkan-Iftrosolaquot absurd 12r1.RVo1Z2 NO ye. No WA QwWolski 6011F�.at mu-VALmAlta glass lor'sm Slialt. meirm Abilegal Arkelased for ilat loadia JQ �,O 1 4&4%, dkninrarrA Asuo-1-1-fMAita 8?u__,,F,11�oHQ�_% Iii AgEtbel-11 I Oarpersho Ed" Flberquage Sai orki Vain rising prodi?d ffifirlill, lairsturt or ftrm Product 21=10I col*ul fKarell Oak In "VrLZ ouarldir HITIZ R*Ii$I" Prima I -A, iii Mai reenbs.. W.- pr.di C-listj contookAnmiliall-W! in HVIIZ aLd_d-HVPZ Aldillil--i A"� . k1A T� QFrx, -� Work- Nbuftf . NIP ftili rll-�-, C-1, cc,Nni ixii oa,� In lift gh"dii, lieftlaut FN*FsyN sidellbi 11nassingiCulsemoir XO, OX a OXO I C4.krlwnk Lori ito-nnsvill.ii-brig 1 2A I �� U-213 Yes Y. HIA NIA I & squo0rit<iroot sort. vai, a sdld-,.w aort 1113W,1231 M Y�ni No ��i� ; I G��A�,�Rw�4'iiiwr* '�- - - �qC 1,�--F� FrTrr��V,ol-,,d �,�. loi � 1,1� 11111%n_qzis ,4, 11,6, NILA NIP, Cointinuous Head am Sill configuriateri 2 Reruisplier Lop SdirN Ition-ruarlop.1dum ISAV2M yro Y. WA Wis, �a b 6mat)WIFF."T44�ai ��a � Win ~srhe *"V31=25 NO Yes U40 �,i Fir ! -i"i-, 1,�P,,rrl .,..[R 'FiFig !- 22 v. Themm-Tirr Fiten-averNorealaonuelin-ri �40mimism3o�ommt,N�r�Ti-knp&i%qwot Olosed I Zr11191oV No Yes No' NIA � c. &pinx,,�i,rokrni Vnisoo eoearraq,39r &,,Ik F(Fni or "Ni"AFA Sorter tZr3t112= No yes I NO -,Z,g ; ownpowle Cost Filearlilaness6ripe Door �wth 4 4 a.D,et;DWFr.ot Seen �I-SN'tivin'I'SeFriv I ml=a F&F Y- � _�� 1 Sicesi r risvilrWOullonfrog; X0, OX or OXO 5 F, 4kesid-ctiri DVA-7-in Sam V.t . Sd.d %%Yt arrm 12fJlr.tQ23 W Us N. I�A � ! C,ontwirous Head and SM wargualsom) 9 I itq�'j �orr Sios.4�q.kri ,%7fri Vsn� - 3d,d V.,08koflit T2131r,023 iii Yes, N. W 1 23 w Inneorts-'rink falow-Clarseat arid 15m)ials-fti, Nominal 069*,8 aquottior-Inninsiabliquint, donors I �A trm NO yes No III i Oturrontroft Edge Fiberglass Door Parries rdli Vernon) I I $udelissi il rusirenglOubsieft; M M or X= I I roorifigurvilisions) L --.-. I I 2 4 x Thenroii FeFkr-C1kn�,r&sdSnky_d,StaF Nornew Smoot) aqw.t,tion-hrise"Frucit Opadae t 2A I P(M NO Yes Wo WA J i Corriposto Edge F,Ioarslosgs Dow Parrelsvifth Voroted ! adarigi trarvernwishe.itsiI W,Nr XXXX i --s-i-is) I I I . 25 y Them-a-I'mi Fibegir-Camob and SrNovilh-Stair Norrinow 69orals 9,cuotIN,rFr-nqAnr1Aquot� Gai i 2n1l2m No liles No NIA I C001puaille Ed" Fiberglass Der. Ponaii Viened I I adelsibi (InswisgrOuteeirroXX XXXor)O= Florldir Deparanert of Business & Professional. Regulation Fair 1 al Florida Departmaint of Business & Professional Regulation 1- , I : � Ffi Cirlpilmn; n4f U_rFrure.%� �t Picte-,ional Kogoq�tror Fl.,I,,r a i I i oonfigurationg) ; �;�, ", i 25 x Thawm,'rru ForN4.'reirripardannora4tar Non-grol 88011MI Unjok rion-Imou"quilt Maori QrMrm No Yes. No NA Blusilding Codes and 8tariclards 110AWW" Building Codes and Standards i 501�51 ng Cadez i StancLarcla lmrnr�ll I r -NiFerglosgicinuo, porktak y4th Ventior I �omperrftbrr Edge r I sdaw&) il rFsgFrngrOubsWrsg� XX xyx ae "xx Proolutt,'ipproval Application Detall Product Approval Application Detail � Py�oqlqxi Appu val Application Detail I otorifiguradons) - ! -_ L 1 27 za. Therm.-Tiru Foborr-OurFrk-and Smootti,Sair Norniroll 68ili SmoArloji-irrilarriltirrat Olated 11 Mlf= No ytor NO WA I ', �1,11F�,�F�ijjk ' .'r. I Zj: � � _,�, 7 T :�:,: , - I L I �,; - � , : I - 1� I L L 11 - I I - � "', ,::: : , ' ,,,L ", :. . - I L i � 11 I - - � i � , i L L - __ _ __ L I - - - � ---- - I __ �� __ - -i - 1, � -11,1 - - - - -1 � L - - . � I 11 - - . I � I L- . - . : I I I - - - L***� � �3 . - - __ I 1, I __ - �� 11 � I . . I I.. 1. .1 , 11__ I , '�, ' ", '� I I I - �L , , I - - - - I - __ __ - . 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I 7M W�-� srq-_,�,:�� L� �14- I "__ts_-.FtU�Rm- ki�rtli'& kLM_,A�d suIL-11).-Irts-d Eft-A-P NF ft-Mia Composhe Edge Fiberglass Couble Door .fth Relksim 20M TAIAK0 guiding Products LLC loord Ed on not-q1tfierionra Joh& W Krvrzs�kri rl� 1044MM osr�1020 lon2inow 12115=25 AW-gd R-- 2020 L V. lilbargraNk - 1 s C L a- Th cm p -, Arch obscivral Toe-y Clmotrow, Zachary P PF" Sti A Onrch. PE ow.?120W OW1617ow 09AZZUM 17n&W�' �,_, i 7:`�IV.-tF_ �1�i_", � � i, I �r- �� i�s L vi�'T P E, G 3?�n ir.Uleh rt C 5p_ -i"Ll 2'�r ) W__, 1�1 W, 10FJ41T�W ,ZF1115nrl, Allrg_�d i �._ -L,..- ��Gw - SWO .0 siderites (IfinsivarigroutioNsi O)m cghigtsgy� noodling T417)224-10" PE_�4�66 054) Tr_1-eV4 V.W� 00rigi �7AYFVCF) 40131are_3436 Piz, 74071 f7M317-8454 � �rta,,L,N: F o�r 2 �9:��7,1�AOII �:Aljr�z F.�_Qjupi,j 'rl!'i �1'y r4�W4 001711grUndon) � 2D = 7henT*7rq Filser-Olarrecorol Sirociplo-Slar Nominal Ulft 0 Squoior4gri-Iffigerrielsquot; Oesoodl =31*= No Yft NO KIA "CaNii jnukgria�F. coni� uj.f?wrFF c4iogogy. striding lon�iQuarringehlrooredc- i �� 144,vi," R': I11'r A� , ; ','-,�� 11 n "r ,�L '11',ro- - �� L!ii �A " SunCieteraguip Roatrie Azcrnisolnis that we air �,,, F� - �� n, lr,f,�A_� " Compaskiles Edge Fibeig Was Sings Dour ordh 31M, 0 Compires" hislook EYlLatror Repan tom a � .1 � - , f,,:n� i Sidessr(a) � ",kingootits"ing, XO, OX a OXO FkAih Ragrowed Fsindribeir; - U-sisku Rose. 4�blonli Pon irtht F10i SeAdin � 1111F_1f111 --li- � proremnone, lEni compliance simisT e4surri Roper Irm or ! 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I I I i ____ i r___ i i i i ! Florida Departmery. of Business & Prolessipi Regulation P.r 1,41 Florida Deparlitrunt of Business & Professional Regulation F�,',fl � �Iorixla Depalrirno-t,W Bu!onv5s & Pwfes�skriier Ri,twulton Pair, � -g 1 Florida Depa rtme rit of Busine s3 a I Profilassia I I Requ lotion Building Codes and Standards 1"Wrlil Building Copies and Standards r L �_' -11 V! � I aul-jing UDdros aria' stanchi W;ZJ23 I auilding Codes and Standards 3115V2022 i I Product Approval Application Detail Product Approval Application Detail i Procl"t Approval Applicnidon DOU14 Ap Aft Product Approval Application Detail I _ rr I �� :i� �� I . ,j ":, ,' � i l: � �L:�; - : :: : L - M�,:,:t 17, . I I I I I r ,� I - I T 11 I --- � - I - - __ , - , --- I %j .j "" �, r , L .1 � : t � I � - , 11 � � , - - - , - � , W'i 7 1 :1 �� - r� , : ir I - ,; : � 1: . I i I 1. � rLL 1. 11 I I- � � - I � __ - - I __ ; __ -1 : - .1 I __ 1 I . �, __ , I FLI�iega-F$ _ , 1 � .1 � 1. I � I I- I . 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I L,[�� I I 1 24 n�,j, �ii,,',,an�,i',',Z1a,,, r', �i - - e�, F�F Li, $ ?`� V1102Z 11, �.,_ 1115 k Ardirtect or a L censed 9 s_ y UP � al.k.. vior, &Mir, fan ft.ii Par! li � 4qI C# 121ti =0 NO `r.t this, � , I I t:�,,�,;a��,'11',�,4,Lli"l�.��.�,'L�Y -r- 1,tiinod I JA I W Florada Professorial Ze 5-V 100 -grnoki. 'I.M. lgm�: sea s4sirr for' Profit - Make CA 12alri:020 NO yft NfA R�A �r - t-, Tri- , pr-,ie m fv.i, "e�,un I I Tx � I r3i Y WA - I i Engineer 21' Tsj- Fspim. i Ro-son. Ain P.m. - Inod. 2n r'-d.11, � - = . 28 ma- L� R4A. -�,-F� To 1 Zem Q010 u. Y. KJA 11,1� i - 1 (3) FL46259MI Products i I � = Aftle-OANLUM Ammmadleum lmnaa Dad I i or A"% 229-9 _ Mor or Isleargra Prodisar Description N%=. III MZ 2I ftli-mant ft2yourgis : Product lilleadill, MA_ ___ _ alatar I � V j i loolmla" Roof Uridelloolder ante tittering undedwreenis 40MI;2= No Y4_1 NIA ,FlqVA/-'r224 ,---4-- - - I Polylitaiss Roof Undeftymerti (HVHZ) P*19i rW driderrWmerrio; for ui In FBClX23r9= Yes NO WA IWA i i amosi� IM HVIn7ftuladidom. i 2 FO]Voa-$$IR�OO!VM,og"emt$(NM-HVKZ� Poyaloa% root upilerfillyineria"I'do' use In 12123=23 op Y" 1,1144" +IV1-j__022,5 i > Iri MTA�VHZ joirladeore, � � Florida 0epartindent ef Busini Prolles5iorial RegulaWn li I or 1 Floras Deparrunrint of Business & Professional Regulation '-,,� ;�, i Fk��i,',,a-l�,pd,-tm-,dci�fB-!Iless&pfti��-�'OC',Zll�lL�,gLil"l�knI CZ 0 1 Polygli Roor upce"ents (tivniz) Mass roof underloym erts for use In FBO IZ'21= Yes NO NWA WA ir_5=12 Building Codes and Standards ,]Iii�j'�, i � ""[� I `f I I L_ , Buildinq Codes and Standards Bt- d rrg Cc di -arid 2-tor-lards tFU252� 1 Mesa- Z junkolloroins, I I - ! -114th- 2 Polyla" RW Undedislyffients �fton+loi PoVglass roor undedayin genns, for use la l2ii No yes NIA -WAI-ii T I W 0- I raerron-HVHZIurisidlothunri Product Arriarroviall Applicattlion Detail Product Approval Application Detail i FITextix-1 Appioval Application Detalt -000 i __.- . .... ___._ ! 0L I Pollorass RaQfUnderlaymvi i Pollygiaret rW FaWerleyni inoti for u ge in 1`50 =V= yes No WIA li , - - . - I - I - � I r � I � I I - I I I I - � __ '" 2� �, �_, ", � ��: �: r T , r', �_, � � ,�c �� ,�� - 1. , - I I - - � �, __ , - __ 1. 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Plans Review completed and approved Bay —00 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a 0 March 6, 2023 SHEET O. IPA 11 9 I� > C) IMMEM Simpson Strong -Tie 2020 FBC Approved Products updates 1 Zrior2off, Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020 E== Simpson Strong -Tie 2020 FBC Approved Products Updated li;� Simpson Strong -Tie 2020 FBC Approved Products 0 C)_ 0=Fa am -el initt 10 all SST amovAls lared below, Fcrdreet InKstoall SSTarrriwals Wed oelow, qlllgj��ij. two areet IrRSTOAR&STappro-jals firmed Detm. W 4 Pot :dditionat.trilarritilion Fegairding Floridas statewide Pinlimol Approvai &Pmem and M"n14)adrt, Countt Notice cl Acceptari IlEm- rat addinorhal information regardift Flowing 4%alfo*Ve Prodrict Appir",151,storn and fasmil Cmntt Mellor, d Aoisntancet,10AJ, 11 Ir (D jew EUM&W FL#10446-R$ H S b a n e T_ Par�rr_�j nt liarc P.-A eva�abfe in withs, ra -9M,11frorn 11- to 3- -1 .91a, 8til hifight- farlipiq fmn 4-5irl 6" to Concevss�! fli Aga MAW *AWjWMALM1W= ErgdUct 22rjWtjM _S2L# ft2dHat WEftt, N1jMtREorNkjMQ PE2duct QMr1jAi2n _51U EE202W NOR(, NUM bar 2C P[pdllcj QMWIgn vewarr llli.f$l'� v.'Riblife, liorricidefs hin� ing widd� aquali to ix 1 I'lun Starriless Steell Conorete & Mazaricy Screw (TTN-SS) 1/4" diametw Trien staiiinles5 steei marsortry screw I A21, A23, A33� A34. Ai A44 Angles I ET, BTS. STH Brk*Tes V 2 APA21, APA4. APA6, AFYVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST121 CMST14, CMSTC18 Caged _%aps j S �- OLS 'la',unm mmqg ftor- 1-72n'i, to 0 .3 APB44, A�PS4411, APV121% APBSOR, APB88, APB88R. APB1 010, Ar"33 01 OR, APVB", Outdoor Accerft goal Bases 3 CS14, CS16, CS18. CSn, CS22 Cuiej Sbaps "'S" v'Id h o i;�)t�i g Ing from to 1, 131, ELAMUS AFrVi APV866, APVW. R� APVB88, AP`i/B8SR, APA31010,AP�1131 D1 DR 4 3SHPI8, CSHP20 CcliledStraps L 011 25 LiG L13 8',,SDS. 245 �DS rzic,.niourr l wlrigers 4 APOJT2-4. ARDJT2R4, APDJT2-6, APDJT2R-6, APVDJT24, APFVD. TZR4, AI'VO.Ir2Z. OutdoorAocisi"Dec*. "i'lles 5 CT-5218 Cam pression/Tension Strap 4 LU24, UZ_ _�,26_ harger,� 0 > j-dal P-MgUct Modal. NuMbKaEN= Emd= Delai:rIption APVDMR-,3 6 DSP� SSP; TSP Sbud to P We tie Face-wount h-,wqc:s V) C) I SD110112DBB Outdoor Accents Connector Sonew, 5 APH H46, A"48R, APIHF61 0, APHH61OR Outdoor Acceaw Heav y Heaver 7 H1, H10A, H2.5A, H3, H6, IT7Z. H16,1116S, 1-116-2, H15-25 Hurricane Ties 1: LIJ$ sefies hangei� Fe�*-In 516'' (3) 4_j 2 SD91 12, S09212, SID10112, SD10212 SD Can reciter Srilew 8 APLA. APLS, APT41 APT8, APVL4, APV1_8. APVT4. APVT6 Outdoor Accents L and T Ties 8 HGT�2, HGT-3, HGT-4 Heavy Girder Tiedown �5ndirctiglhts ranging lhniFn3` ki lk)-1506' U) 3 SWI I 2SS, SEQ212SS Strong-Drrve SD Connector SS Screw 7 APLH24, APLH24R� APLII121:05, APL112K APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie ; Fac-e-wounk 1'iar�wv, 'm 4 SDCF22434. SDCF22512, SDCF22014, SDGV-22700. SDCF22858, SOCF221014. Sivorig-Drive SDCPTimber-CF Screw a BVILZ Brick Veneer Ledger Connector 110 HSS2-SDS1 5, HSS2-2-SDS3- HSS2-3-�; HS84-UDS3 Heavy Stud Shoe 8 �VTJ selas hsrg�xi; vvralh5 ranging trim 1-9!IW'to 5- SDCF`221134� SOCIF22133iL SDCF271 9558, SDCF2723M 9 C8T2Zj CBT4Z Concealed F&am Ties 11 H,9T2. HST3, HaST5: HST5 slaight Straps lja,r and ruargrits rariging from. 6-1 5_116" to IS'AIZI 5 SD,C P22434, SDC F'1222,512� SDCP7V 14, SDCW121,11)0. SDCP12128,56� SUG P22912� 131tong-DrIve SUCIP Timber-C P Screw 110 CJM, C JT4Z C,M C,,.q6Z Concealed Joist Tes '12 HTS16, HTS20, HTS24. HTS28, HTSM FITS30C Heavy Twat Strap 9 MU�,26. Farre-nroum hargers 6 SDCP2-21103. SDCP221134, SOM71400 ISDHi SDHR27614, SOHR31400, 4SOHR31614 51trong-Drive, SDHR Combo-14ead Screw 11 12 DJT1 4 DS Deck Joist Tie Dry Wall Stop is 14 HTSQi 6KTZ, HT'SQ20KTZ LFTA Heavy Twist Strap Light Floor Tie Anchor 213 GUIR S-L Sk�cwdfwrrreura troangers, avaik�b`e nv,)dths,angirtg from 1- SIM 6" to 3-0,11 '16 anz heightsanging from 3-1115" to 113-3,14'. 7 SDS25112� SO825134, SOS252.00, SDS25212, SOS25a0l), SDS25312, SDS25412� Strong -Drive 608 Heovy-Outy Cormedor Screw 13 FC4. FC8 Framing Clips 15 LSTAa, LSTA1 2 LSTA1 6. LSTAI 6, LSTA21 L LSTA24, LSTA30, LSTA36 Straight Straps Corr-eabotrange version (-Ui i-0ji-C.) sivelable for all doub[e SDS255M, 80k-S2560D, SIDS2,58013 14 RVAW Foundation Well Angles 116 LST(49, ll Straightstraps ZXaod,iX modt9s; cil y,tivite, flange m o��rxraAd 8 SDS251128'8� SDS262OOSS, SOS2621268, SOS253DOSS, SOS25312SS Stirong-Drive SOS Heavy -Duty Conniector SS Screw 15 GAI � GA2 Gusset Angles 17 LTA20, LTW andiging Face-unount harce�s av2iiable- in wrw�, fang,rig-rom 1-pvle't. 9 SDWF2716, SDWF2720, SDWF2724, SDWF27M SOWF2730 Strong -Drive, SDVVF Floor -to -Floor 317�' 16 H2A. H2,5T, H� H10A-Z H110S, H14, li-IGA10 Huracane Ties 118 LTS1 2, LTS1 6. LTS1 9, LTS-10 Light Twist Stralo 6' ;Lmd hiiir� gonig from 2-58" to 11 17 '16 HCJTZ HH4; HH6 Heavy ConceaWd Joist Tki Header Hangers 19 20 MGT MST27, MST37, MST48, M-ST60, MSM MadiurriGirderTnisoloven Straight Straps 19 KBSIZ Knee -Grace Stabilizer 21 MISTAP, MSTAI 2. MSTA 1 S. MST Al 8, MSTA21. MSTA24, LIST A30, MSTA38- VZTA4 9 Straight Straps FL*IM67-R6 20 1.30,1_50,11-70,L91) Angles 22 MST"2 . MSTC40, MSTC52, MSTO56, MSTC78 Strafght Straps &jj P. mlif uct Mg ii higim bar. or N a in o P-1311191:3 2=dwon :21 LCE4 Post Cap 25 MST"8133, MST06SG3 Pre.-Ben� Straps J�Lqj Pribdubt ModgL N�qqiber ortLimr d n 0 0S I ATI?3fa� AT R1 P_ ATR4118, ATR314 Tineaded Rods LS30, L650, LS70, LWO Sloestablit Angles 24 MST IN_ MSTIX MST148, NIST-160, MST172 StraightStraps, I BA zeneos lio,wers Tor. nje hanuem ivailib" m vm0m rang �ro�r 1 4_� �'fp 7- 2 ATUD5, ATUDO-2. ATUM. ATUM2, ATUDS-3. ATUDII 4, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adj.-Mable Slair Stringef Connector 25 MTS12, MTS18� MTS18, M.TS2Q NITS20G, MTS30� MT- S= Medium Twist Strap IM neiviht- Tangin,,g lm-m 7-1 1'5` to X_ 3 EP316.2, SPIrZ, BP112-3. BP5/'8-2, BP518-3, BP3f4, BP314-3, BPRTUD3-4 Bearing; Planes 24 LUSJ26LZ, LSSMRZ, I SS ZM L5SJ2SRZ, LSSJ210LZ, LSSJ21'L-RZ I" Adjustable Jack Hanger 25 NCA2X1 0-12, NGA_2X 12-12, NCA2K6-16, NCA200-116, HCA2x12-16 Birdgirig L) liarrocs a a Tapf nijeharqersavasol 4 ONWIM. CNWIf2 CW%&8� CMV314, CWW5f8-112, CNM4." Couplerlifluts 25 ILSSR 181, LSSR2. 1, LSSR2 37, LSSR2 56, LSSR2-,I=Z LSSR41 0 Field A,dj ustable Slopeable;Skema ble He ng er 27 RCAM12, RCWR14 OM Macing and heights ranpHriq hown, 9 1,rV tri ZV. 5 ICTUD55, CTUO65. CTUD66.. CTUV75, CTUD76, CTU077, CTUD67, CTUD88, CTUL)97- Coupling Talka-Up Device 25 LTP4.LTP5 Tie Plates 25 RPS18. RPS22; RPS28 Repair Plate Strap L,,CF se,jeB hana--� Torri3ige, hariclekr5 �vailatliee anvmlths ranginI; fror 1 �112` to 3- CTUD98, CTUD29 27 ill=, ML24Z, MI-NIZ- ML287 M1,21,2777 Angles 29 RSP4 Stud to Plate Corinector tW3 an d he i �nt- ran 9, � i p I ram -1 14'to 2ir' 6 H3. Hill, M N8 Heavy Hex Num 26 Mill-14 Roof Tie-Dowr 30 SPI, SP2, SP4, SPe, SP8 SM d Plate T e 4 UGHF Top tlenje nangers avairahle m �4dthe rariging boni I -3,14PIrc, �'�l 7 RTUD3, RTUO3S, RTUCA. RTUD48, RTUO5 RTUDE, RTIJD7, RTU08 Ralatrating Take=Up Device 29 MMHG Hinged Roof I7,crnector 31 SPH4, SPHB, SPH8 Heavy aud Probe Tie !If8' ialrid helio4e; ranjing It rpm 1� I IW* to 24� 6 TU09JUDIO Tako-Up Dii 3D MbILU26. MNILL126-2, MMLU28, MMLU28-2, 11JI[MLL1210. MML=11, MMLUQ!�, NIMLU1g11 Face -Mount Hangers 32 SSI�51 SS2-15- 8831SISC5 Stud Slhoer _;;-1'-T, EG9 scres narceIrs T op 11ange h an pets iivaila� e 9 TUW38 TakeAJpWasher 31 RP.C. RSCP Roa Boundary aps 33 ST9, ST12, ST116, ST22, ST292, ST2122, ST2115, ST2215, ST6215, STS224 ST8r_,6 Straight Straps 71,G 3 2 z TO' 10 LIRW &18" Uplift Rod Run Tiedown System 32 RST-3 Poor Tk�-Dovvn 34 TB20, TWIF, T830, TS36, T842, T848 TWA, TRAA. TB60 Tension Bridging 6 f:uf� sefi&em TLjp fivrt�e hangars avejjqn[,t, �n %�Aorth$� r,4riqjnll lion) 3_j�18P, la 7- 11! IJR,1:A V2` Uplift Rod Run TkedaveriSystarn 53 RTC=,, RTC42, RT02Z, AT, C44 Rigid Tie Contractors 35 TV410, TW812, TVA14 V" Braring 1!4" -w�dheght, 12 URSS 508" Uplift Rod Run Tiedunin System 34 STC,STCT,DTC.HTC4 Truss Clips 36 VGT v`GTR, VGTL Variable PrIch Girder Tiedariun r.,,,qers sRd�-it, hang�rs �miWile,n -df- Fanni: P�, 3-1 YV -, 8 ;,18" 13 URW 314' U plift Rod Run Tiaolown Systern, 35 TJC37, TJC67 Truas� Jack Clips 37 W811 00, WBI 06C, WBI'-AG,' WRI 26C; VV? 143C V44118racing Ono negj1hIs mr-gring frcin io 38 ZZ Z4, Z44 P,I1nel:EVeDerC1Fp5 -lia, qn wdihs canging fforl Z-1X, 10 7- 1 �8' It, nd ',e q Itts ra r,," I i- 9 flarm 11 " to 32' ELM K4 I:M G HIS, se --es l"ar"eis T�,p fiange hangere aV31Iab:e ill walls. fargirrgtorn I -9115� to 7- 1,17' and helgints farg"( - r 0,m 8 " to '.1, 0 §mgj P-MgUot MQ901. NUM ber or Harne PrQduat DmdrAign §t" PE2d= liloft� NUrnti-eir 2r Name Pnogugj Dmi.W.Irlon Sllq�dle -ndt-is i irging 41; otir 5 1,144'ic 8 '18" W I IDTT2 Hold-down Sera # Product Model, Num ber or Name Protaluat Description I CBH2 376.5, 091-42 37x7.63, CGH2.31A 75 Concealed hangers Viqhts wqir�q frarro 1 C-1:42� 28". 2 HDCICV4. HDCIO/22 Hold-down I AHEP AdjusUble Hip�End Connector 2 OU, OHU, Old UTF serdes hangers Facamount (DU, DHIU) and top -flange (D+iUTF) hatrgerc HIC-1 hangews T D p fl*-; nife It a i i g er�i a v a i IV It VV�dtll� NMQ;n�'Mii 3-11&' k-8- 3 4 HOQ8, HHDQ11, HHDO14 HOU2, HDU4, HOUS, HDUB. HOU 11 H DrJ1 4 Hold-down Hold�down 2 Se 3 DSr-2R-SD_S%_, DSCSRSDS;3, D ---5L-SDS GUG Drag Stut Car) necto rs Gable Brace Cunrector avaikibi, in widths wging from 1 -a06'tu and ranging from 12 HGL-Pv'�-�err,,, han'--e-i ISIL and h6plits r3pgiv.9 lronn 7-itle" tc� 32' I ofOlarlgt� lrarge'ls ftowS -114" in 7- 5 HPA28, HPA35 Strap -style, purlinarchor 4 HCP1.81, HCRZ HCP4 Hip Corner Plate 3 FIGL13,63,406, HGU5 25-SDS- HGV5.5OSDS, HOU5.62-;DS, HGU7.CO-SDS, HGU7,25. Face -mount hangers IZ' and Ii6glhiui mriginoi -IrDnn I A` tz, 6 LSTH08: LSTHDaRJ Suap-s" hold-down 6 HHRC2-2, F*iRC42, HHRC42-2. HHRC*1 51, HHRC44, HHRG5,25.c,25, HHRC5 37,3 12, Heavy Hip to Ridge Connectors SD%HGU9,0C-SDS 1- 1-1: T se �s Top flange hangers avalzrDleirivIdIhs rDnong, Ifor 2 �5116 to 3- 7 MASA,MASAP Foundation anchor strato HHRCW 4 HGUS set" hangers Facv-rnouru hangers available in Widths ranging from 1-5,V�e to, _qf1 61� and heghts mrging frr In 16" to 2C" S MPA132. MRA144 Strap-s" puri anchor 6 HRO1,61, Hip Ridge Connector $18" aodineghts ranging front -1511V'to 12-7/8", I r sert;%s harr,,-ors, ange jrill';t up rom 93" 10 9 PA18, PA23, PA28, PA36, PA�1, PAS8 ftWs" purrin anchor 7 LRI.120, LRU�28, LRU210, LRU212 Rafter Hanger 5 HH-_U5 25-8D-OK HHGU5.50-SDS HHGU5.62-SDS, HHGU7 GD-SDS, HI�UT25-SDS, Fac,--mount hangers 6- and heighs, fargling from lo 13-1,7311 10 PA118, PA123 PA126� PA135 Str2pi-styie Pullin anchor 6 1ASU26, LSSU288 LSSU210 L,ght SlopeableiSkewable U He rKjer HHGU9�OD-SDS; r� F ser�us iangen� -Ing 40,11 1 to 5- 11 STHDIO, STHD10RJ Strap -a" hod-rkmiri 9 TBE4, TBEO Tntss Elearing Enhancer 6 HHU826-2� HHUS28�2, HH-IS21O-2, HHU]MG, HHUSAB. HHUS410L HHUS5.50110, Far --mount hangers 1!2" and 1�e,qihts rnnalr,q frorri 3-711 T, to 15", Conmaled, fialge 12 STHD14, STH014RJ Sirapstyle hord-dar'An 10 TC2A TC26 TV28 TaAsChp, )(� [L�� aV_ -ie - verskrilt jHIf qIRI)bI b[I vl� In, 1 C4Jn I W ,(j, 11 THA29, THA2113, THA21 8, THA218-2, THA222-2, THA413, THA411 8, NAC418, 7 HA422, Ad;usfabla Truss Hanger 7 HSUR, HSUL, HSURC, HSLILC series hangers Serivied facrr-irrount hangers available in widths mngmg tcrr 3- grsatsrt�ah 2 ',j jjLL. THAC422 THA426. TRA422-2, THA426-2 118" to &1/9'and heights ranging from, 4-Vil"tc, 15-3f4"- T rip f is nq& han qccs av aiab le in wriths t2 rig ir� from 1 -W" S' to 7 - 12 THAli 81122, THAl2,06M, THAl2.1r22, THAl2r, THAV322, THAj_--b521? THAJ422 AdjuMble Truss Hanger Sized for I -Josh Corceabd flange version (HSURC. HSULC) available Far A! 118! andneights rar,girg from 5�36'to 28' 13 THAL422, THAR42r, Truss Haniger double 2X and 4X innodels, ityly acute flange is concearfarif -a �Oafile in -,udths mnpiriC floin 'I IP1(v'ro 7 14 THJA26, LTHjA25, LTWA Multiolle Truss HarigeFs 8 HTU26, HTJ28, HTU210, HTLI-26-2, HTU28-2, Face -mount hang at$ 5_313r, f"_, �Z, 15 THJM2-4-SDS3. THJM2-5-SOS3, TLIJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC: series hangers Face -mount hanaars avallable- in widths ranging ftom to'7- Top hang�re mdpvlable n �wjths rang; from, 1 �6' to 18 TSBR2.24 Truss Spetoerr-Restraint If?" and helgInts varigpq from 2-71S'k; 1944". Concealp� llfiirq� 5ffl'and heightc mriging frorn 9-11 PS" to 16' 17 VPA2, VPA25, VIDAS% VPAnS, `bPA4 Variable, Pitc h Con nectione, verrisroft JH UC) arvatAble for ail models having width equaI ti o, r JR, Tap, fUngc hangers avalable;n vioih �_,f 4.9fffY and height 16 VTC-R Valley Truss C11p greater then 2-9116" is rqrng fmnn 5-W' - 7� 114" .0 HU001.8119-SDS. HUCQI 91111 -SDS, HL=210-2-MS, HUC,0213-3-SDS, Face -mount hangens 20 -PA SeiK,S hal-,g--T;�S 7cpfrange hangers avaik�bie 'n wilth of 1,9M6 and he�jnt,. SDS,HUCQ410-sOS, HUCQ412_SDS, HU0Q5,2%-SD,,� H(=5.25J11-SDS� HLJC0610- tarming f,omO-W19'�u t1)6, HU(MI3112-SUb OEM Simpson Strong -Tie 2020 F13C Approved Products Updai 12r1402u E= Simpson Strong -Tie 2020 FBC Approved Products Upom-co 12f"2)20 Simpson Strong -Tie 2020 FBC Approved Products UpdWed Simpson Strong -Tie 2020 FBC Approved Products LlPdotOd i2W,12MN t For d1i links to ill SST epprwirls Ill losive, �;JK Fwrkaoll Inlie no-" Fa cli tnle� to at SST approvals N*d bolow C L["r ho Fsraildbonal unforini ftarding Flondfas Statewide ProbiblAppirwalSysietir sar Phami-Dade Couniv Noii;t dfokcaltptirrwr ci ZLLV1_4fjjg. if 21 LB series hangers Top flange hangers available in width of 1-9116" and ineights UM l4li 18 SILBVI,56, SILTit1.81, SILBY2_06-911.13V2.37, SLBV2,55, S&3V2.M SILBV3,12. Top FlarigeJoisti-lengeTs, S, E T - A �I I est; re -VioPi or'�)f �;ci o I ale ranging frorn 6a8l"tri 19 A'A" SLBI� % SILSV362, SILBIV406 Sit_GV4,12, Sfr_6iyv�28, &LBV4,75. SILBV550 73 STI,112-4.2S, STM-6SI& 1 -quong-Pdt 2 We4go Arichror 'no coriomte rt, a,!Wrir, in (.-,arb,.m 22 LBAZ series Mingers Top fiange hangers avaiiiable in wicith of 1-9/le"and helights a" M20t W240, NgrI 2E Name PM9901 DeSonglign 19 51TT-20, 5QTT22Z, SVTT14, HITT4, HTT5 Hotdovvns rbne: a nal TypF* ' :04 ;nd 114 stairiesstepil ranging from 9-M 6�'to 13-1/8' 1 IiHUS210-3, HHUS210-4 Joist Hanger 33 SIMST60, SNST72 Straps 118 aril [110 ga) 7 7t�q -1 D r, f 1%." 1 7 1- D- i TVIC, - C�S TAID-C `,,-O'S'� Tiben Hea,y.-Ivt,� Scr(w, Anc,n,- for oncraic ond -asorrr� 23 LEQS� LEG$, LEG7 series hangers Top flange hangers available in wdrihs ranging froorn �-114'to 6- 2 HRSU- H RS5T HPSI 2 Strato Ties, 21 SF14, SPO Stud PleterTies aialal.�j'O%vir h heit tread in carbo I, n, Id Tpen 304 And- 316 7/0" and hailabla ranging tavn 911 to 33Aj21 3 Hi=210-2-SCS, HL;00210,3�SDS, RUC-Q310-SOIS Joisr Hanger 2-7 SSP DSP, 7SP Stud Plate Ties lfleS$ Steel, 01 41lith fiii&d it'Gafircrin SIieel and 24 NEC5, IvIEG7 series h argers Top 14nge hangers available in,virdthis ranging from �5-11,t'tie St 4 THGM, THOBS, 7HGBH2, TH031-13, THGBH4 Joist Hanger 23 ST C. VTC Truasclip Yoe 316 Stainless sto".4 7/8" and heights ranging fforn 9` to 32-1/7' 5 THGQ2_SDS3,THGQ3_SDS44 5, THGQ"2_SDS3� THGOH"DS4.5. TH"144-SDS* jo= Hanger 24 TRU22 Truss gram Diagona 1 13 74e�, 'II j �c4l.rlc., T�4D5:CS34R--_' Ti��p �_ 7) 7h f F�d2zj Rod C aur,7 'OF Ml Crs* a WIT series hartlyers Top Wrige hangers available jn,,4dths ranging from 1 -0116" to 6- fl THCW�,-3, THQM-4, THOW41-3, THQW4-4 Joist Hanger 25 TJQ-37 Tru% Jack Connector 1V T wn H;, 7 it, ikti Roo Hange- CT HL, E� H, I HD5371 _3Fjj TH' I - - 'i I Filen.HQThiitoj�d Rod 1 Iff and heights wngl" from 9-IX'to 24', 7l 05Z214Ri 1, Tf tC-1,121217<1 ��i 25 PF, PFB, PFOB, MISS set" hargers Top Nnge hangers available in Wdth of 1-106' and harights ranging from 3-T8't:i 7- VE' FL#1 1AMM N 2S RR %1P aerials hangars Ridge rafter cartmector Top flange hangers available jr. Widths ranging from i -OV16" to 1. AUU M2920 MEN, 11VM9r.L2LMMQ E2=W29ALH9"1 21: Naft" 1JU" and heights ranging li;-114'to 32". 1 CETAL20 Double Embedded Truss Anchor I CC0M3Z2-SD&HQG, CCQM4,62-SDSHDG, CCQM5.b0-5DSHDG, CCTQM3 r2-SDSG, Nbsontypiescalis 2 3 FGTR,FGTRH FGTRHIR 116� 1-1115S, H'6-2r H16-2S crdar Retrofit Anchor Hurricane Tie Cf_-TQM4.62-SOS-G CCTQM5.,'5OSDSG, =QM3.82ZDSG. CGCQM462-SDSG Se FrodIIS1 Model. NuM Wr 2r f4a.MS ,q_ AT XR PfoduSt clur , Q21_ 4tion W'41,1 Hiniii-Slirengli, Acii illic AdheftvL, ILr :-'Circr�"Itiew rnlA�rlrl� 4 HETA12, HETAIS HETA20, HETA24. HETA40 EmilheMod"I'ruirss At) chat 2 E,;CLQM3_6'2G-WI` ECCLOM4.62G.KT, ECr_L0M5_50'.-KT, ECCLLCMD3 622�G.KT, Masonry Pier Caps 2 1-1 -HP Fr -HP �_Oavy Arin,,-,ve let rras�on,y 5 HETAL12, HETALIG, HETAL20 Embedded Truss Ancho- 2G C QMD4.i E;1C1LQl1iAD4,&21g-KT_ ECCLLQMD5,5OG-KT, ECCILRQMD3,Q -KT. E CLR -th EpOX -�esr� SET XP Hi,�r.-SLHM �j Pmt r, iri mascir,y ,Mj I ftQdUCt Model. Numberor Nano ABA44, ABA44R. ABA48, AEA48R, ABA66, ABASBR Pwid uct Dm- flindjan Adfusitable Post Base 6 7 HGAMI.O. HL49 HHETAI 6 Hi Hill ETA24, H HETA40 Heavy Embe&ied Truss Anichor 3 Kr,ECCLRQr,3D55f)G-KT HGU&E.25 HGUM5 50� HGUM7 00, HGU M7 25, HGUMS 00 Hvvy Masonry Hangers Sirorp-S,:T 20ionje An&orfi�tl rinasoury, Q I (�� fjl 1) c ret It 8 LST2, LG73,SDS2.5, LGT4-8DS`i Gifdar I iedolyin 4 LGUN,126.2, LGUM26-3 LGOM264. LGUM28.2, LGUW8.3 LGUI028-4, I-GUIV12110.2 Masonry Elearn Hangars (Iten HD WE'l-H'ISS, 11 tan H 0 f� 8vif-cluly Screw Ar chI r tinv, rrmcrpte av;q fabl�e In i"A 2 AN.144j ABU44R, AIBU46, AEU40R, ABLIS-5, ARUM� ABU16,15, ARIU61S, ABU66R. ASU88, ABUSSR, ASU'f010, ABUIDIOR. A90212. ABU1212R Adjustable Post Base 9 LTA2 Lateral Truss Anchor LGUMM-3, LGUA42110-4, LGILIM46, _GUIV148 LGUM410 'll I o, 515 hey. hva,4. end 31ustemwss sreeivvit,i 3 ABW144Z, ABVV44RZ, ARVV46Z, ABW46RZ, A13VV66Z, A8VV66RZ, ASW7.7 Adjuslable Post Bass 10 MErAl2, META16, METAiS, 1i META24, META413 Embedded Tmm Anchor 5 1,18HA112/9,25, MSHA3 121`11.25, MPHA3.5W7.25, MBHA3.56)1!9,25, MBHA3,56ML25� MISHASSW1 1,88, USHASr5&14, hABHA3 SIVIS, MISH,43,156M & MeRA5.6Wr2.5, Wsorry Top Flange Boom Hangers 1 7 T I T 1, 7 r-47 counfeisunk. heac 7itiFin 7uil:v:5l;i,rr,1 ArlQ110AF II)II 4 A04, A04R, ACE4, ACe, ACOR, &CE6 Porst cap I I NSTAM24, MSTAN130, MS=M40, WSTCM60 SirapTieforl4aw-nity V- n �i i, io C 11:111P 14110 COF rflatl�lllll� 6 W4. sc4 SO4R, BC6. BC*R,, SOS 3CS2-W4, BCS2-3M Postcap 12 NTSMIG, MT51tri HTSM1q, HTSM20 Twist Strop for Masonry 5aM1 25, NUHA,5-SW1 1 884 NEINA5 5OM4, MSHA5 Y-Alld 6 CB44, C646, OW caes, cm Ernbodded Column BaBe 7 CBSQ44-SDS2� CBSQ46-SDW, OBSUMSOS2. C136080-SUS2, CM88-SIDS2 Embedded Column Base 6 Mi25� UBM3.56M1 25, MSHIJ3�5&1 1,58. MBHU3.66'14, NeHU3.50110, 25, f,1SHU5_W1 I 25� VIBRLISASOII I M MISHU55W14, Mawviy Beam Hangers FL#tf�-,37-R3 8 M ECC. SCCU SlIries Goluerd column caps with W ranging hdm'�3 114" to 0,k-`b`r and V42 ranging Rom 3-50811 to 7-1 t2l, ELE I 2"M MGM345&18, MBHJi:`!i.5= N041 15 M16, MSHU5 50118 Se A 9 F`Mgu!� bj2del. Nurri Wr or Naint ProdlAq D-scription 9 CCQ-SDS2.5� ECCQ-SDS2 5 Series Scpr4wd column caps vvith W1 ranging from 3-114' tzig-11Z'and VV2 rangling ftom 34iff'tdt 7-1 f2" cj211 1 Product Model, Number or Nante CTT1z Prodw Dersrdrition L)eQk Tension Tie V_ X Moral T -Ppnu scmwi; vith #3 Nil Flrlrit I I) CIFT44Z. CPT$8Z, C:PTMZ Concealed Post Tie Base 2 H=, Hr)1,14 Rotted Holdowna 11 12 EPB44A EPeA4, EP1346, EPWS r:pvz Embedded Post Base Embedded Post Base 3 4 HMB� H068, H07a. HDOE HTT4. H775, HTTS-&4 Baited Holdowns Tension Ties I Product Model, Num pgr or Manne Product RMOE99n Sve�%s wrO�t ilit Dn�f Pwt,lz ared Large Dwrnev_N� Hex Vfaielhot Head #12-24 $fro r.g-D,;, �-i XM Itiferlitim- Head Mea 5 SeT-Dr Fir g, Avom%k 9 11 %WOW 13 UCS44, LCBW Embedded Column Base 6 LTT19, LTT20B. LTT131 Light Tension Ties SO7.122300, SOW22338, SOW2243A SDW22468, SDVrz.2600. SMr22000, SO`.V22S38r SiDW226n4 Sucing-Drive SDW EWP-PLY and TRUSS -PLY Spiews XCI, 1. -4 Tapp,rg,5cisv,&,6--, 1,15 L� NI Pwrt and Meo�urrr CiarrIeter Hex Sam. 14 LPC44 LPCdZ LQht Past Cop 2 SOMI54EO� SMC158011 bitiming-Drive S171,0010 TRUSS Screw 4 1 4 S 12, 4 &Z 114 812 2 4, 2 �6 X� X1 14 51224, XQ 11 2 S XQ 112 E� 1 21- 2F� DIR Point 15 18 NPR"Z1 MPBWZ4 MPPAa PB44. P844R, P", PE166, P868R Moment Post Base Embedded Pod Base EudIaLm 3 SDWH19300D&, SOWH1Q4OUDB, SDVA-HOWODE, SOW-119BOOD5, SDVVH191ODi Sir a rig - D n v e SOWN 7 111 E R- H EX S a rL-,-v XL�'4S' C-1 64 XU3 ABI (I 16 ---- K jwl- #10-16 Strcn_g-Vnv,, X(J Metm! Spif-Drdline, 1 -1 , SCreAr,Al" I&VNWAk� L.2. =3 17 18 PBS"A, PBS461 FIBS15e Pave,F`Bvio Embedded Post Base Round Past Base PmAgEt Doggrivittign 4 5 S0V-JH274ODG: SD6VH276OOG; SOW-11:27800G, S0WHZ710OOG, SD`VVH271200Q SDAP-31 6212, $DV,61 6300, SOWS 1831 Z SOWS1 64D) Suorig-Onve SDYVH TINISER-11-1 EX HOG Screw Strong-Dirtive SDWS F RAMIN 0 Screw SULMS TIMBER Screw Grade) T #1 DIV Pont JONWAIlk ff 'IL _0 0 19 P044-16� FIC46-16, PC48-13. PC84-18, PC85-16, ERC44-16, EFIC48-18, Post Cap 11 SB&8.24, 5871&24, SBIX30 SR Anchor Boi 6 SOINS-196CO, SMA019712, SDAhS224OD,SOW=5(X.SDWS22512. SOWS22MO. Sinuing-Dirrve (Intenar 1 20 EP084-11), SPOWIS P34Z, PC4R7, PW PC5RZ, PC8Z, PCBRZ, EP04Z, EPC4RZ. ERCaZ, EPCSRZ, EPGRZ, post Cop 2 SSTBI6, SST820, SSTB24 SSTB28, SSTB34, SSTB36. SSTE161- �.STB2011., SSTS24L. IESTB281_ SSTB Anchor Bolts, 7 SDWS-22800, SDAS22900, SDAIG221000� SOWS2211100, SOVV=120D4 SDvVS2215D0 S3U%rS22300DR 5DWS224QM8_ SDWS225COLIB. SOINS226COD& SDWS�8000B, Strong-Dride SOWS TIMBER Screw tEdenor G rade) EPCBRZ SNV8VM01)0DB jUj End orbi Modal bilim her or NA111 Ptolusft DescripAgIgn Review Assist. U 0 rove 21 PPB44-AZ: PPB"-OZ Post Elase 8 SOAG22312038, SDWS22512DBB Outdoor Accents Structural Wacd &-rew DSSCE!41_1.� USSC946, DSS�124�1 DS�19 Bypass Fraving ON r Conq let a approve 22 RPBZ Retiolit Post Ease FL#13M-R4 9 SCrVVS2730OSS. SCjWS2740k';S, SDWS7750OSS, SIDWS276008S. SDWS278IOS. Strong0riva SEWS T IMBER SS Scnew FC S-1,3 F F 45 t_ zC` B41 7 F,-�S*9' 5 FC 84 51 Py r S. P&SA F+WS C 7th itil 1'. U) SDAZ271 OODSS, SDWS2712COM F�11[9[j�1481101I�,,,'4z �PHSD34�-1 14 111 11 d k US F 1 .�11, if Sqg X 1 Produat Piladal, Number or Hamill CMST12, CMST114, CMSTC 16, CS14, CS113, CS16, =13, CS22 Produat Description Coiled Straps 10 11 SDVIV13400 SrN22 Strong-Drue SOWV SCLE-TO-RIM Screw Outdoor Accents Hex -Head Washer I-PHSID34=1 4 LSFa2 21 1 S=04 SFC2 25, Sf`(�4 _25 �Fcc- 215 I hr g- n e K n 0-ur.t Cz _,I]- 2 HRS6_ HRS5 HRS12, FHAS. FHAP, FHA.12, FHA18 FHA24. FHAX, NAST125, MST136, Straps 91 mil (12 g a) F_ LS51�:4 2., _St�f-_ M. SSC7 '.F, S.Sr-A 2& &SC6 75 M5SC2.2.�, M-SSC4 VISS-0-6 �5, Steel atud Cnnnw.,,fwq §jjj I Mgmsj Modal, NumberglLMMI FJA� FSA rMdu!jjQWWjSU F�cundrrton Anchor 3 NST11481 VIST150, MST172, SMST27, &MS73T SIMST48 14TS1116,1147S20, HTS24:, HTS28 1-ITS810, H-1 S30C Heavy Twat Stiaps FLIPI&M3-1113 NISSC4.2!51,�VV, 1, l r;ir�K'Ab 5, RCK1.1il'5. R,'X'iN3S RCK'NE Ccnnrt�or 2 rRFP Wt Retrofit Foartriefflon PI&-_ 4 LSTA30. LSTA30, LST149, LSTI73, IMSTA9, MSTA12, MSTA1 5� km_sfr�%118,10871.A21, PASTA24 Straps 43,nif (1-3 ga) 7 SZ, R 4 3,,7: �__- 84 �, 5 ':4(- 64 7 9, iX_64 C- 5, SC 54 f 1 5. VSCE-45 5 WiSCRA7 5 " Byp_ii5� Fra rr trg I�p C., nect,, t 3 GI-404, GH46-8. 01-148-46, Qt+Q-8, GH410-6, GHA!"� GHWB� OHM, GF-6M, GH68- 6, GH61 ", C461 Girder Hanger 6 6 LSTA9. LSTA1ZLSTA1 6, LSTA18, LSTA211, LSTA24, ST292. STZ'l 224 5T21 15, ST2215 I-SUBM.'25, SUBI-13.25, MSUSH3,25 Straps 33 mil (20 g a) Rridlifing Connector -sas I ftdg!g model. Number V Nilat AS A AS 1 a8RI, AS I PM P12090 DeNrip-tigin 18 ga Truss Plates. _'� -1 _�'562 I 3 S,' sll_,�N1 SC,llu,T� 5 bylpies Fr�mlriq Con nectod Htwi-of-VAill l',�QrineckiT 4 6 CLB6A, OLBW GL65C, G4.8W, GU37& GL87Bi GLI37C, OL57D GLIMI 12,GSLTW2,GLMlO.GBLT016,GLBTSM,.GBLT$20 Glupum Bearing Plate Gkdam BeaAng Filate I 6 LTF6 LM2. LTSi6 LTSIS, LTS20 Lateral Tie Plate Ught 7vr4t Straps 2 3 AS 20HS 20 ga, %h Strength Truss Plate 20 ga. Truss Plate SOI�FZ. _,-;,�,�C625 C11 FmrT- nj 9 18, MSTM MSTCl52 MSTA30, MST-A36, ST6211t� ST0224, STS, ST1Z ST18, ST22, MSTC2 Straps 54 mil (16 a) 4 ASHIP Hai�_- Plate Connevior X �4 -�A 4, XLSH-�'M 1 4� 4 #'14-14 SLrc f1W DI I,, ir XL S I I V�iQ j, ritrp,�7,ng 6 7 W-t.Gk HOLB8, HGLBC, HOLSO tQT-2, HOT-1, 40T.4 Heavy Glu lam Hearing Plate How'T Gird! er Tiortlown 10 UST"61 Mm?fi, ST6230 g Stairs M r0 (14 g a) snvva LLJ 8 UFP10_SDS3 Universe I Foundalion Plate 11 UTS12. MTS16, MTS18. MTSW MTS30, MTS24C, MTS30C Medium Twist Straps kf I'l A 7, _ 'I" .0100mor 9 URFP Uniwem I Retrofit Foun dartion Plate 12 SE412, Sf!34.28� &84,n, SA36�50 Top Flange Joist Hangers 2gi'2N 2K_ )(3417,10-06� X1 3 1 n-1 0- XI E X I ra! XIP-i 2'4-1 K 7appnig, Scro-��s dam"I'llk < z 13 SEA2 12f8, SJB.A2.12110, SMA2.12J`12, SIBA2.12114, 18110, Top Flange Jroret Hangers §UA FrordliSt Ngdd. NuM bei WMI PrOdAlOt DtIgriQU211 SUA4.1812. &BA4,18114 I FT__"P Adhesive Anchor for concrete 14 91-11A Hurficano Tie 2 GAC, GDP, GDPM-50, GOPM-75. GDPW! 00, GDPG, GVV-50, GIAL715, GWA n GTH Gas-actialied fasteners and assomblitis < 15 SUD88, S/1-M8R, SMD 10S. Sill 01 0171� -4HI)i 5S, StHD15n Hukivwns S PDPA PDPA-K, PDPA-MG. PDPAT, PDPA7-K PINW, PINWP, PINWPLW, PDRAWL, Powcfer-aubuated fasteners. *threaded studs, and assemil'i-i 16 SHOU4, StHOU6, SrHDU9,'VHOlJ1 I HoldcwrI5 PDPAWIL MG, PSVL3, PSVLS-K, PCLDPA, PIFCL OPA, PTRHA-5, PTRHA4 _j 17 &JOT, SfHJU-1 Joist Hangers 4 SET�3(3 Athesive Anche-flot concrete n SHEET NO. March 6, 2023 A il .3 C) MIAM InAU14DADECOUNTY MM PGT Industries. Ine, P(,,,T 1111(rhm,rrie-', lw_ > 0 C_ _0 im FRODVCTCONUOIL SECTWX 0 0 I ISO' sIXr 2f ses% ROM 2as D�E�PA,R!T��&iMN'T,01'&ECP'�ULATOR,YAN,I),EC�,ON'OXUC�! RESOURCES=. RM6,33! 11,521474 NOTICE OFACCIPIANCE. EVIDENCE SUB3WTED NOTICE OF M':(��EPTAN(*�'E - EVIDENCES'U-B.NUTTED BOARDIANIaCLODE Aftf—OU'rJUTIONDIVISION' N OTICE OF ACCEPTANCE: EVIDENCE SUB-NlITTED1 _R 41 a) U) N 0 T I CK 0 F A C C E PT _CNN C. E (N-, 0._�j 1. Evidence submitted underpreviou-IN0A A. DKAWrCGS B* TESTS (continued) 1), Q(ALlrY ASSURANCE 14iand D4-,%-I� e Devarinient cif Re� 0 PGT Industries, Inc. 1070 TechrAoCr Detre. 1- INIanufocturer's die drawmas and 5ections- 5. Test report on 1) Air Infiltration Test, per FBC� T 10'2_94- 0 0 NorthVenice. FL 3427-9 (Subittiffed n rider X0_4 N�o. 11 -6 10 7� 04) -2 U Static Air Presisure Test� per FBC. TAS 202-94 F_ A.LkTERI--VL -ERTIFICATICINS 0- = 0 LL_ scon: - - - Vinyl Shdmg Glass Door NOA (L-NW. sheets I -aterResistance Test, per FBC. TAS2.02-554. 3) W --- - 1; -sue To !J_tsiora Exmision Lwaited I -a Mr- Norl- dA �Nv -_r= 0 This NOA is being issued nader the applicklerules, and regulations govemmag the useef conitructionmatesiaI&Ihe through 2 1 of`2 1. prepared by m-mufacturer, dated 10;�055115.; -with remion A dared 4) Large Missile Impact Test perFBC. TAS 201-94 Alluce Rigki PIA-C Exlreriw, Esn-usl0w; foi N'�Iiidrvws and Doore- �_ea u (U 0 > E 0 docmentab�oau*oiftedhwbwnre�,iewedaM acceptedloyMami-Dade CountyRER -Product Control Sectiouto 04iOS117, Signed and sealed bvill. Lym M.Wer. P.E_ 5) Cythe Wind Pvnswe Loadingper FBC, TAS 203-94 eXpu 1E E UL Us- bevwdmXAmiDa& CowtvaWodwarnsitere dbwidbyteAuthmtyl6-ijzluds&cuou(AIV). 6) Forced Emiy Test. per FBC. TAS _(4 t rc- of ACcewanze 164.10 0 0 8 is�sued �� 0 V Ex+uus,�on L ua�t ed, fI)f t I&ff A ThiSLNOA stroll not be valid aftertlie expufton date staredbelow, The Mami-Dade, Cvwiry product Cmnd Sec6m B. TESTS along with marlwd-up, dramwings and installation diagram. of irmyl sliding glass door, prrpaN�j 1004 Tail 2102 andlighter (Non.-Whitej Right P� Esterio't Extill-14xl-� for, cr) (k Kann Dade County) and'orthe AIU (inateavother than-Nitimi Dade (:�ouuny) reseme the rigbt to have this I TesT report on 1) UnifbcmStati,,.�U,- Ptessiur 'Test. per FBC, LA-S.' 202-94 by fertestration Testirm g Lakb Test Report No� FTL &;49, dated 1, F06,11 5, signed and i i i d o,, vs a i i d D t, #,,, i �s ". r 1, �, i e GI 12, �1) 8;, 16. eo,; p 1 2 product ortrudenal tesle4fca, quality�agi�tievaicepuq)os�eri., Ifthi's product outnaterial foRsto pexbormin the accepted AS _0 I Q4 2) Large lvli�ssi]e Impact Tesi, per FBC_ M -20 sealed by Idalmis Orte-pa. P E. (rest report rexised on 11,0445 and 022/1 1�116) 1� , -A 15*181; issiacd to, El�s*ullslar�, ]..isnited b Volict ol c-�Ctntanct No. 15.4, Winter. the mundocnaw will iacurthe expense of such teeting and the AlU tnay immediately rev oke rule dif y. a �r Tuspend the. use of such product or material within theirjariWifton. RERmw,�esthet4,Mtorei�ok-*,this acceptance. if it a deteiinmed byNhami-Dade CountyProduct Council Section that this fails to 3', Cy diniz per FBC, TAS -"4 11) ,thcATind liesswe Loa - -20 along., withmarked-cp drawings and msoallation diagram ofturcl shiling glass door. prepared 6. Test report on I) Air Infiltration Test. per FBC. MNS 202-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 oated (Painted or Lamivate& White Rh4d FV(Eir E Brown. C A _U510 -w N ? el 'Win dow �-. �i a d D cu 09 1 �z da t e d 0 8 � I exp r ume on 0 P � 3,0 � I ptoduct ormatetial byFeaestration Testing -5�signed '1' -No- 'I' Ineet Ihe sequiumenu of the applicable bWding code. Lab. W_ Tst Report No. IFTL 8`11 dated 11`071 and 31 W4terResistance Test. per FBC- TAS _V2 -94. 4 N i i-0� off'A-rse0tance 16-0" 12 �02 to Cr fenes t i a t i on o h� ions USA,. I This product is approvedasdescribedbesemandhas beea-designed to comply with the Flonds BuildingCode. by Idahnis Ortega, P_ E_ r1les- uport revised on 021 5A 16 arid 022-1416) 41 L-arge Missile hWact Test per FBC, T -AS 201-94- T 6� ' 04fiand Lighter Shade- (Non-Whfte� Rigid FVC Exrtrinw ht - T -AN mcludmor the High Vilocilyflarricane Zot*- DF_scRvno-_,%-: serie% - rrvikyi sliding cium Do" (Reinforced) wiwo, 9CP& 1350 cwna-,LML _2 Test report on 1) AirInfiltratim Test2 per FBC TAS 2102-94 2) Uniform, Statit AT- Pressure Test. per FBC� T_kS 202-94 5) Cyclic 117mi d Preswre Loading- per TAS 203-94 along with marked -up dhiraw-w= and diagram of vinyl Wing glass dooL prepared E xrt-usionS for X% M dows and Doot-' d�fflwi W�� 1 16 ex i I I g- 0 2 0 4 2 _�_Ct!ce olf AX-Le-ptanze 1641-1 2�04 is�!;u,-d hOklasT USA, I aated I f I Byonze -r 9 APPROVALDOCTIMM.N -Drowing No. M-D-5570.0 Revil, titled "Vinyl Slidin Glass Door NOA (LNO". sbeen 3 ) Water Resistx, ice Test. per FBC. TAS Y - by Fenesuation Testing Lab- Inc.- Test Report No. FTL 8.5,52. 1 2;04�1 5, signed am--- 1 1IK_%0F Tht-ar and Lightim, �hldes of ap coatK-1 Rip, d PY C ExTe r � I throupb 21 of 2 I.preparedbytriandktater. dated 10;05.pl 5 and last revised on 02i'0111 1, signed mid. sealed by 4) Large Missile impact Test M FBC_ TIAS -70 1-94 sealed by Idalmis Ortega- P_ E_ ( est report m-m 1 1016) 'T ed on Oil 5 2 f0l 'OHS f,- -V]Vmdo,"L$ MN ft 1; fl :16- expiriti iz on C4, I "Act and Door:,' dated C 71' -SA A. Lynn Miller, P.E., of and expusion deeby the Nfiami-D&& Coomy ho&ct Contral Section. 5�) C�thc Wind Presstne Loading M, FBC. TAS 203-94 6) Forced Etary "Fest, per FBC, TAS 202-19-47 7. Test"report on 11 -1 Tiniform Static Air Ptesswe Test, per FBC � TAS 202-94 1) Lxger Missile In]Pact Test per FBC, TAS 201-94, o] , hu� P-0 -IoFINE 7- - 6- N once ol once No. ILf !RGI Enies', ration S 20CS " "r �L , 1'�" jarej��: 1 n�,% fe-T th -`Xbirt, Rigid PX'C Evelio-Ir Exrru!�&Rks for XN*itujo%v; and Dfr-�-J�P��'r� I along lwithmatked-up, drawings diagraul door. 3) C%Thc W`ind P=sure Loading FBC. TAS 203-9-4 ')18, " I (I 17, expa"ing 02,21& 18. XIISSILE hIPACT R_jar�G: Large, and SmaIII&dleImp"ct Resistant aud atstallatiou of imryi shding glass, prepared per on Limitations: by Feuesqmtion Testing Lab, Inc,- T?st Report No. F`n S.W. dated 1 1,S615, signed and along IrIthmaked _Up dfaWmp and InStallarron diagrani of vin�wrl sliding glass door. pmafed I % Tesi 10-002-792�A)� I(Pi6-Nh)K27 7 �, 3 -.0 9 - per -A-S UNUE -8 1. See table I (Areet2) and table 2 (aheetj) forapplicabLe SOD unit saw. dftim presstvrft� remibreements t)IM- sealed by Idalmis Ortega. P_ E (Tev report revised on 0 1444 6 ----J 02111 �201 6) 3 by Fenestration Testing Lab. Inc.- Test RepoTt No. FTL 6638 (samplees A. -I thru A-22). dcated IS A 'istoll Exlfusbm fur CeIII710%,!, isna bvE-X6_v_.i_kto\_ 01ass types- tables B-1 & B-2.sheets 741 and anchof layout sheets requn-vatents in 11 thm 16. Rigid White FVC_ 1"INon-white) Rigid PVC andBrowu coated (Painted or laini=ue&)whm Rtpd PVC to be -1. Test report on I)Air hfiltratim- Tes per IFBC_ TAS 2)Unifb=Stafi AirPressure Test, per FBC_TAS- 202-94 li 4940- si ands-._�___ by Jorge A- Cmiso, P_ E (Shirmirted rinder-YO-4 X& 11- gned 010 11 , 04) corjpo�Awe material, iSlIbInivedunth N404_No. II-Q0,04) 3) Water Resistance Test- FBC, TAS 202-94 Test Vi" � Notict- AccezNmnce No- 144)916. A. Ammrlca.. lnc� -forr flic-i-I labeled per refftrrncedNIOA�s nqviremenn. per 8 report on 1) Air hfiltration. Test, per FBC. !AS -102-94 ouf iss-tieA Kurarr; 3. Eyrns operable doom must comoy with win clear wridthor height per FBC revirmemi as applicible. 4) Large Missile Impact Test per FBC, TAS 2011-94 2' Umfbnat Static Air Pressure Tea� per FBC. TAS 202-04 ('Aa s I i'Cleaj- a ad Nl"bit E-) In rerliver- , expining col 0 T (A, 1 S. 4. Pocket walls under to be reViewed by Bmidmeg official 5) C),,chc'%,7td Pressure Loading per FBC_ TAS 203-94 3) U74ter Resistance Test, PeT FBC - TkS 2 02) -9 -1 ! - N % Nonce of Accir anne I o16-1 I 1 *%01 issueG to Kuw—ura-v ktmfira. Ine, '� Their LABELING : Eachuno shall bear a permanent label with the m.onafacturer's name orlope. city� state andseries sad fulloIN'Tiag staterat'ra: , Mismi-Dade County, Product norts d herein. 6) Forced Entry7est per FBC, TAS 2 02-94 aloag with auited-up drawings and installation, diagrain of vimrl shding glass doar-Prepned 4 i L-arage Missile Impact Tea per FBC� TAS 201-94 5) Cy�hc%rmd Pressure Loadmgper FBC'. T. S 203 A, -94 Y Trosifolf 1"Itraclear. Ckaj,� �.nld Color P'%-,B Int-p-riavers'', expLring on 0`08,410, RE:sZU'AL of th"INOA mallbeconsideved, aflet a renewal applicatice basbeenfilthund there hasbpeano lky FenestratimTesting Lab, lac-_ Ttst Rert No,. FTL S.44,77 dated 12104,111115, signed and 6) Forced Entry Test. per FBC. TAS 202-94 's 'fA TEA. 11 Y1 S chouse in the applicable building code tregarivety ifficting, the perforatance ofthis product. TERAW�AIIOIN of *nNOAwill occur afkr theexpirou-con daft or if the* has been a re -vision or change in the sealed by Idahnis Ortega, P. E. (Tes- report revised on 011546) 4� Test report on 1) AirInfiltratiot. Test. per FBC'. TAS 202-194 along with marked -up drawaigs and installation diagram of irmyl sliding glass door, piWi-eil by Fenestration Testing Lab. Inc- Test RepmNo_FTL 6337 (ssatuples A -I thru A-5' dated .11C-6ibIiditioll �201` issue! da,Ted OR/1417. sivneli& sealed b,,,, Ll�- I P.E. materials, use, andfor mannEwture ofthe product or process � INfisuse of thisNOA as an eudan&noeat of any prodact, 20- 2) Unifonn Stati, Air Pressure Test, per FBC_ T-4S 1-94 1-0640. signed mid ;mled bv Jorge A- Catiso. P. E. tUbnthwd under.,VO.4 No. H- lateff Istuff ou no T-Manctal wreres*, dateu-'04 14 7 Y�'�Ije'j by fl=UfaCt_� k2ned foT sales, a&vm= or any odwrpuqxses shall autommucalb, terminate thn NOk. Failuve to c—oomplywith any 3) W ater Resist -mice Test. per FBC, TAS 102-94 016-.09) S7 �__' a -I ed b, y L Vna Nu P. E section ofthiso NOA *A be cause, �6ruTminafion and removal ofNOA- 4) Luge MisWe impact Tel per FBC_ TAS2101-94 "h UtRuw-V I LAG if pa-,T of the at�olve Test report - _AD%7ERTISE_%M-XT � —11x- NOA number preceded by the words Nfiamu-Da de C ounnir- Flon-ja and fo Ilowed b ythe 5) C�xlic Wind Presswe Loading per FBC. TAS 203-94 C. CALCULATIONS R T RI P No- I'-I,`,3S7, ciate-d u--A-,' bv Ishaq Clumda, ID—F Portia ,expirafion&renwbedisplayedinadvftftsin,gaeratmv- Many uofthe NOkis diW-IeTed_ then it shall be 6) Forced Entry, 7est_ per FBC, TAS 202 -- 9 IT L Anchor verification calculations and structural malyrsis- comply* with FB C-2014. done in its entireti, aloug with marked -up drawings and installation, diagram of v*,4 sliding glass door, prepared prepared by PGT, dated 121�09.45aud last mised or U15116. signed and sealed by �R INSP: CnQ.X�� A topy- of this emise, NO. troll At beprovided to the userbythe manu&,cruter or its distributors and by Fenestration, Testing, Lab, Im, 71,1t Repw, No. Fn S-448. dated 11 '21,04� 15 signed and siaJeAbN,�ldab.ui,�sOlitega,,P,,E,,(Tes�I reportrevised oa0l 104,16 and 021,11 L116 21 Glazing, complies wimb ASIFNIE-1300-09. 701�177` I on, deiideoce popes E- 1. E-2, E-1, E-4. " . e-I jr,',.Ri� !L-�o,o-� 11 1: f E-5& Es6 a,s wa asapprovat document mentioned abme. The v*witted doctinenmum VMS tevim-ed by ldmq L Clianda. PI. 7 lihaq L Chaaa� PI, r.6uper-rizor - I Lha q 1. C16 a oila. 3- F I sh a L C La all A, P I. Product Control V.uit Product Coutroll:ult Supwrr_I�I� Ps,qYdwt Gimtr&i Uuir SUPer.7Ej-f�r NOA 21-0MAI -NO--k No. :1-Q'.QF'0j NOANO. .111-OZO-4 1-13 1.1-02ot".0 Expiratioul)2tet April 14,10.16 Exoration Ntet April 14.20' .6 Expiration Date: AprU14.1 j-, _-kprR14._*0Z.6 �L 434P�4-- 31 DAWIMSrth U., 4.021 App"T F Awo val Date: Uarch f. 20 1 Ap I , 0 prov2l Dam'Unrch.9, 1. :4 ApP3 �Ta I Law 113rrh :(III p3g* 1 1-1 E PGTUfttrks. W. CLQ N%�ftdOWS and Doors, Inc. FGT Lklusmes. Inc. NOnCE OF ACCEPT.:0CE: EVIDENCE SUBINfff TED NOTICT OF ACCEPTANCE: ENIDENCE SU-BAWTLD zigm,cl 91 &MMA.N:_(T: LIMES"(: MUM I EIdence Submitted under previous submittal E. NUTERIAL CERTMCATIONS (m tinue) 3. New Evidence Submitted �S. Quanns: Put 'JI211, 'SgauLitaft aLd comp4,ing with ASTN C 18, Thermal Conductrvity fi A. DRA _ (ISSI 3TU-in1hr.-fl"'T� AS1114 F 12-19 N;117R-Pass. ASTI&I D39885 Dxygea-Pass- AS12-4 E A. DRAWINGS L Drawing No. MD55770.0 Rev B_ titled '�Vioyl Sliding Glas, 5 DoorN`0A (Lw', sheets -1190 LG, Durability -No Fog�Psss_ 40inkred toneltrprtn'to"s NF'OAA`o� 1 5-04�O.O. 051 1. Drawing No.2%J0D-,;$70-0 Rev B. titled "VinA Sliding is-, Door NGA (LIVIT. sheets GI 1 through 21 of 21, prepared by roaratactrtreu dated I 0�,'05irl 5 and last revised on 04 �2 2 Nr-. by A L Miller, P E. 6. Quanex Part Dura2l compkyirig with ASTM C51S Thennal Conductivity 2.2-1 BTU�iw g Through 21 of 2 L prepared' by manufacturer, dated 1 "45 41 5� and last revised on 0 signed and sealed siened and sealed by ik_ LynnMiller. P.E. hr ASTMI F 1249 WVTKPass. ASTI, d D 1434 Af 2= Pemx=cePas& AS71NI EF Note This revision coa3wts replacement of same exwmg ingallation- scmv with flat head - Bi TESTS 1. Tea Air Infiltratm 2189 I.G_ DurabilitvNo Fow- -A-STM E 546 Dva Point Deve�ent -20---F in 49 hm- O&Wbmi kkd n it der X0_4 X& 15-0- 09. 05). reports on: 1) Tea, per FBC. TAS 22-02-9-4 2) Uniform Static Air Pressure Test. Loading per FBC� TAS 202-94 V ision Extras ioas. Ltd - Pxts econ-plynig %v ith K - C 3( 5-13. VoWary Spmficatioa 'C4AINLAL A B. TESTS L 'NTone Ad 3) Water Resistance Teo., per FBC, . TAS 202-194 for Rigid Polrin?4 Chloride (1017,07) Ex-terior Profiles bor Vis=_ Extnisions. Ltd.-ITX-1 by 4) Larg e 14lissile Impact Test per F'B 1.",, TA S 24), 1 -94 5) Cyclic Urmd Presswe Loadingper FB(.`.'., TAS 203-94 AANMA F eries � t ra I i ou Ex I e ri or ? fc� il e C ert jfjc�j I L i � 0 n ph) �; pra nL (Subtuitted ander IV0.4 A& 1, C CAL CULATIONS alon 'hr g wil drawings and it caallation diagram of all PGT ludustTim bw, 8- Vision, Extrusions. Ltd- Pails corm-hrita with PVC-AANLA 30-3-13 __ 9 L None, representative units listed below and tested to qwlif�r Dowsfi 791 and Dowsil 983 silicones. cStibritibed underX0_4Xo- 1 05) ptpared by Fenestaton Testing Uboratory. Inc- Test Reports'No 9- P-VTCA_AIVLk 303-13. Volunta-m- pecificatiou for Rigid Polypriftyl Chloride (PVC) Extenor D. QUUITYASSUKAYCE FTI,-'7"7, PGT PA155 20 PVC fixed Window (unit 6 in proposal), dated 09 -03; 14 Profiles for Vision Extrusions. Ltd--'vMX-1 bv A-A-XLA, Fenestration Exterior Profile 1- N-liami-Dade Department of Regulatory and Economic Resources (RER). FTL-20-214, U. PGT SGD780 Aluminum Sliding Glass Door (una - in proposal) FTL-20- Certification Pro graaL 2107.',ZFGT CA740 Ab= Outswing Cassiement%mdow (unit 8 in proposal) FTL-20- 10- -Notice of Acceptauce No- 1"217.14 issued to Ener p Fem—n-umnion Solution, USA- lw� for 'hite E. 3LUERIAL CERTIRCATIONS 2107.3, PGTI PNk7620A Ahuvmum Fixed Window (unit 9 in propos;d)� and FTL-20-2107A. their � Tan 3040 & light shade Rigid P`A�C Exteiior Einittsions for L Notice ofAcceptance No- 1#-0305.01 issued to Kuraray -kinetica, Inc. fot th& > PGT M- 77620A Almilinurn. Fixed Wind -my ftmit 10 in proposal) dated 07.113 .120. all signed Windows and Doors". expirior oa 022r'0411121, "Trosifolt Ultraclear. Ckear,and Color PVB Glas�lnterlayers-. expiring on 0Tl)8,-T'4L MEMO" VU and sealed by Idahnis Ortega. PE. 11 Notice of Acceptance No. 18-012-2,02 issued to; Energi Feaes�,trafiou Solutio, n, US�A. Inc, for "Alike PVC W-mindows Doors". I Notice of Acceptance No, 17 7-0808.02 isaied toKutaray America. Inc. for their **Sentr)G' lh eirLsefie$ Rigid Eirerlor Exausioni for and expiringon sf,, (Clear and White) G)asslnteriavers, excpumg oaViM23. C'. CXLCULAIIONS L AW&N -mrdwation cakulations FBC 7* 022S&II 3 Notice . of Acceptance No- 19-1106.10 issued to Vision Extrusions Limited for their "Bro�viri -C and structural analysis. conoi�rmg with u Notice of'Acceptmxe No. 20-020,3.03 ibssued to Energi FenestrationSolutioa. USA. Inc- ft. Coated (Painted or Laminated) White Rigid P%r Exterior Extrusions for Window, .Edition (2020). dated, "22120, prepared 'by manufachm- signed and sealed by their "Bronze & Not shade cl.-p coated White Rigid PVC Ext erjor Jxn_uSj0nS forL and Doom**. expiring on 093T24, AnftnyLynnMiller, PI. Cilazing complies with ASTM-El_100-04,49,42 and -16. Windows and Doors-- expiriig oa 04/1625. 4- Notice of Acceptance No. 18-1.106.11 issued tolkTision Extrusions Limited for dI& series _X'E 1 2023 1000 Tan 202 and lighter shades (No*-�White) Rigid Cellular PVC Exter-ar JUL 2 D. QVIALITY-ASSITRAUNCE Y. STATnIENTS Extrusions foi- Window-, and Doors-- eq)img on 12 1 0 Miami-Elade Department of Rtgulatory and Economic Resourm (RER). L Statement letter of conformance to FBC 7d, Edition (2020� dated 04,22,20. issued by inanufactuter. signed and sealed bvAnthcdky Lynn Miller. P-E. F. STATE-AlUNTS 0- E. MATERIAL CERTMCATIGINS 2. Statement letter of no fwmcial iiterest and of inde�ndenr_ issued by manufacturer- dated I StatemAwt letter of conformance to FBC -16 Edition (702A), dated 02/0V2L issmd bY *n (a) lL. Notice of Acceptance No..19-030.5.02 issued toKararayAmeilea. Inc. for theit- 041&20, signed and sealed by A3-.aboqyLym.NlilIff, PF_ arfacturer , signed and sealed by Anthony Lyna IlMm_ PI. "Trosifolit 3. Private Labelhig Agreetuent do< untent beween PGT. dated 03310,iVI aad s�grled by all I Private Labeling Affeement dated 03.08:21 between PGT Industries. Itic. and Review Assist Inc. 07,08P24. invohrd partie, Windows and Door, Inc., signed by Dean K RuarL. P.E.- V.P. Engineering. on behralf calf Virtual n plans Review completed and appr ed Notice of Acceptance No. 17-0803.0.1 issued to Kur-amy Ametica. Inc. for their both companies. for comPli3nce W'th the 2020 FBC 7th Ed ition "SoutryGlast, (Clear and ANIfi%) Glass Interlayen", expffik:7 on 07*4;23, G. OTHERS by Debra Anne Klahr PX2300 I 'Notice,of Acceptance No- 19-1106.10 issued to Vision Extrusions Lbuited for their -Trewn Coated Laminated) Wbite Rigid PVC Exteri" Extrusions 1. 111tis NOA revises NO-U 17-04,20.06 k?VTw,,(:Gl) and updates to FBC-201-0 (?*Edition�i G. OTHERS (Painted or espiring 04-122 1,21 1- This NOA reviws & renews NO.A#120-0419.05 (TLAwsCG4 expiring "'14f26- for Windows and Doors7_ expiring on 09.30.14. 2. RERTew proposals;419-115-55 dated vl/101,210 approved byIsbaqI- Chanda.P-E-expiring I The cunent associated PLA CGI file -P21-020.4.01- fflr4mg 4. Notice of AcceptanceNo. 18-1106. 11 issued to Vision Extruskm Limited for fficir 04, 11*Ql- series -17E 1000 Tau 202 and lighter shades (Non—Nllke) Rigid Cellular PVC Uj Exteiior Exmislans; for IVIndows and Doorflexpiring on 12,129P- I < (:J) IThrAq 1. Chanda, PZ 11bmg, L Chaukta.,M Pt"art Coutrol Unk Svpertriwr Ithaq L CkandA 1. P 1. 2! Produti �Control, t"010sup#nisor Proiluct Control Vai't $vp#rTiior' NOA No, 121420.4.03 NOA No, 21-010.9,031 Is NOA N-0. .1-0205-03 ExpirationDatot Aprill4,M6 Expiration Dac*.- April 14,:016 < Expirs doR D3t&: April 14, 1=6 Approval D=a tt� Aiarch N21 Appror3l D*t#- March 29. i6l.11 Approval Dato.- Uatch 116, 10 21 E 4 E -6 E4 SHEET NO. March 6, 2023 BMW I'A .1 (3) Cn > 0 Z:3 MIAMM C: _0 MIANII-DADE COUNTY 0 0 EMMF PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC (_'ast-Crcte LjSA� LLC (3) DEPARTMENTOF REGULATORVAND ECONOMIC RESOURCES (RER) 11805 SW 26 Strem, Room 208 7C3 BOARD AND CODE ADMINISTRATION DIVISION Miarrtijlorida�317 -247,1 �5 (E: (n T(7786)315-2590 F(786)315-2599 NOTICE OF ACCEPTAN EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICF- OFACCEP"I'ANii EVIDENCE SUB.Ma,rii M NOTICE OF ACCEPTANCE (NOA)_., 0 Cast -Crete USA, LLC I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3� EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.2-0209.12 F%:`[D_FNCF� SURNUTTED UNDER PRE171OUS APPIROVAL 4 14-0,90-1-03 rc— 2 a) 6324 County Road 579 A. DRAWINGS A. DRAWINGS A� DICili-WINCS U_ Seffner, Florida 33584 L Drawing No. FD4612, tilled "i cast and Prestressed Lintel Defaik". sheet I of 1. L Drawing No. FD4612, titled "Precasi and Prestressed Lintel Details". sheet I a Drt i -,, i in e F D4 h- -i I I'llic d' J' -'re it I it i � f a d -'Fes I ro- � �cd J.;n le L /a i Is �he e I 9f M LT4612, titled prepared ky Craig Parrino, P. E dated March 24� 2003 and Drowing N C) > ITO ". lit' I `Caw- re, - if OU prepared �y Craig Parrino. P. E., dalich 24, 2003 andDravving No, I dari_-d fl__3, 24,/03 an Di, 0, L Lie Je M = 0 SCOPE: "Cast-Creti� 4 "� 6" &,12 " Lintel Skife.Loae/ Tables"Isheeris] through 3 qf.?, prepared In, 'J� I oadTables",sheets I vislon dalea 66/12L`14� ail This NOA is, being issued tinder the applicable rules and regulations governing the use of construction materials. CraigParrinaP.E., ddledMarc,)24,2003, last revision 41 datedelpril.28.2003 both LT4612, titled "C'asi-Crete 4' 6 " & 12 " L intel So L in,� c I I o w! 17 �jb les "':, shecis I lh,rough 3 q ' f3l� Iasi r,e U`) through 3 q/'3, prepared �y Craig Parrino, P. E, dated 11arch 24, 2003, last .11 i- P .— se-eyledh- ('roi,,�,,Parrmo, P on 08/1 4, C-0 The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed ky C -aig Parrozo, P. E mu 0 -0 Cf) revision dated March 11, 2008, allsigned and sealed by Craig Parrina, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction SS FIS (AHJ). B. TESTS March 22, 2012'. 1. Test report on fle-vural testing on,4 6 " & 12"'Precas? Concrete Lintels Filledand TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control U`nfilled MadEls, total of,., !�) coi rcreie lintel specimens, per ASTME-52.0- 94, prepared C� C,kLCULATIONS 1. None= Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratorits, Reporihlo, 30404A, dated 04110,103, signedand -1 "n _�axl calit-i"li fionsfi ( -Creh� Lintels� (hoe') piir1gu,i, 14,.`T`� ffthr,i�afl,,,h 14 236, this product or material tested fdr quality assurance purlioses. If this productr or material flails to perFc)rm in the sealedby Chrislo,10wrA. Hatnon P.E_ r 1-arrimi g -'wiwlo, � il" accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prellil" h,% I PrE_ s�,,vwd anc i's �:�rded bi, CtVi, P E, modify, or suspend the use of such product or material ivithin their jurisdiction, RER reserves the right to revoke C. CALCULATIONS 1. None. D. QuA� IT)7 AS�_;IIRANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1, Calculationsfor Casi-Crele Lint, A, dated 05129103. 207 pages, prepared by Crai�g M QUALITY ASSURANCE (.'ourni 0eparimew olf?eVvlatory and A'c. moviic Res,,nvrces (RE10" fails to meet the: requirements of the applicable building code, Parrino, P. E., signed and sealed by Craig Parrino, A E. I. Bv Miami -Dade Countv Department qj'Permilfing, Environment, mid Regulataq Affairs. 2. Calculationsfor Cast -Crete Lint, dated 0512Q,403, 140 pages, pre F. JN1 ALTERIAL CERTIFICATIONS pared by Craig This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E%, signed and sealed by Craig Parrino, P. E E. MATERIAL CERTIPICATIOINS 0 rl 0 Zone of the Florida Building Code. L None, DESCRIPTION. (Cast -Crete) 4", 6" & 12'11 High Strength Precast and Prestressed Concrete Lintels D. MATERIALCERTWICATION: 1. Cluality Sys to m Martual for Cm I - Cre te Mac h ine Made Precast L in te Is re vis ed on -4 Aq y F. OTHER Lelle", "froal Ca,�t-Creiw b"ISA, Ac., ziated 08!19/2014. signed and secded by Crai_v APPROVAL DOCUMENT; Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, z '41002. L Leiter koin Cast -Crete Corporation dated Februaty 03, 2012, signed and sealed Parrivio. P-E., cerq Ing comipliance -vvith the Fkrida Buildir 0�de, 2V14- Edition, prepared by Craig Parrino, PZ_ dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611 & 1 2_5' 2. CaFt-Crete QuafityVstem Manval hyCr�igPa�,i�it?o.P,E,,cerq,�)in compliance with. the Florida Building Code, 2010 fisr Prestressed Products dated 2002. Lintel Safe, Load Tables", sheets I through 3 of 3, prepared by Craig Parriloo, P. E., dated March 24, 2003, last 9 revision dated June 12,2014, all signed and sealed by CWg Parrino, 11,E,, on January 22.20 19, all bearing the Edition. 6. [�N'IDENCPI SUBMI''I'TED tllrq DER PRF.',V1OtJSAPPRONi1'A 1., 4 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDEJ� PREVIOUS -APPROVAL # 08-0320.09 A. D%AW I N G S date by the Miami -Dade County Product Control Section. A. DRAWENGS 4� EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 None- MIssiLE hiIPACT RA TING: Large and Small Missile fin pact Resistant 1, Drawing No. FD4612, idled "Precust and Prestressed Lintel Details", s4wet I (?f 1, prepared by CraigParrino. P.E., datedAlarch 24,2003 and Drawin-li LT4612- titled A. DRAWINGS R. 'I'ESTS LABELING: Each lintel shall bear a permanent label with the manufacturcriis name or logo and the Miami -Dade "Cas ti 4 ", 6 " & 12 "' Lintel i Load Tables ". sheetv -1 through 3 qf 3, prepared by 1. None, NOPC County logo. Cratiga Parrino, P.E, dated Aditrch ?4, 2003, Iasi revision dated-warch 11. 2008_ B. TESTS RENEWAL ofthis',-NIOA shall he oonsidered aft�er a renewal application has been filed and there has been no L None. C. kILCULA"HONS change in the applicable building code: negatively affecting the performance of this product. B. TESTS 1. None% W TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the hane. CALCULATIONS 1). QUAL!ITY AS'STURiikNCE materials. use, and/or manufacture of ft product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS L None, 1, B-u �tlii! tl,nir -Da�dk� 6 Will-F ID In? I qf lib?gulawor product, forsales, advertising or any, other purposes shall automatically terminate this NOA. Failure to compLy with tIUV, 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE L. NIATERIAL CERTIFICATIONS 1� By Almmi Counry Department of Regulatoryand Economic Resources (PER). ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida -, and followed. by D. QUALITY ASSURANCE the expiration date may be displayed in advertising literature. If any� portion of Ific NOA is displayed, then it shall 1, J�y, Miami -Dade Cowity Building Code Compliance Office. be done in its entirety.' E� MATERIAL CERTIFICATIONS K OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L JVione. 11 -1, '�01 7 1 �iffifoaissubv,Cu� 1. shall be available for inspection at the job site at the request of the Building Official. Crei,e lt�c, diviec!" OS�'0&171 si.,,,ned & seoi CNTI' i"Y'rhW, P, 1!-� This NOA revises NOA 4: 19-0130.14 and consi sts of this page 1. evidence submi itted pages E- I E-2, E-3, E-4 and lit, - E-5 as well as approval document mentioned above. felmy A, Makar, P�E�, M�S. ,�Aelmv_A. Makar. P-E., M.S. -,—Melmy A. Makar, P.E., M.S. Tho- submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. Proauct Control Section Supervisor Prnket Control Section Supervisor Pnrd! its ci Coiltrs&settion sup�,�irs: isor NOA No� -20-0630.113 NOA No. U-0630.15 NOA No. 20-063C 15 NOA No� 10-0630,15 MAKMADE COUNTY' Expiration Date: 09/111202-A Expiration Date: Qn/11/2023 Expiration Date: 09111/2023 Expiration Daft- 014/11 `�021 Approval Date: 08/2012020 Approval Date: OW20/2020 Approval Date: 08/ZW'2020 Aumn-oval Date, Page I E - I E - 2 F - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBINTITTED 7'. EVIDENCE SUBMITTED UNDER PREVIOUS APPROV AL N 18-0424.04 9. NEW EVIDENCE SUBNIIT`,rED A. DRAWLNGS A. DRAWINGS 1. NOi 1. None, 13. 'TESTS B. TESTS 1. None. L None. C. CALCULATIONS C. CALCULATIONS 1. None� D� QUALITY ASSURANCE D. QUALITY ASSURANCE 1. ByMiaini-Dade Cowity Department ofRegulatory and Economk� Resources (RER1. 1. By Uratni-Dadv County Departine,in' afpegulatory and Economic Resomrces (RER). E. MATERIAL CE RTIFICATIONS E. MATERIAL CERTIFICATIONS 1. 'None. L Notm W F. OTHER E OTHER _)01 E dition, issued bv Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L Compliance Letter with the Fi -widia Buildh�( � Code, signed & sealed ky Craig Pail P. E. Crete USA—hic., dated 08/08/17, signed & sealed by Craig.Parrino, P. E - Crete USA, Inc., dated 081081.' 01 10 Iter with the Fi,)rida Building -Lode, 20,10 Edition. issued by Cast- 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 inpliance Lt, .0mi > Crete USA, Inc� dated 0611 l/. 10, si,"ed & sealed by Craig Pari P. E 0 A. DRAWINIGS 1. Drawing N'o. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. prepared by Craig Parrino, P. E�, dated M, ari-h 24� 2003 wtd Drmiving No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I JUL 2 1 2023 through 3 qf3, prepared by Craig Parrino. A E., dated March 24, 2003, lost 4-- revision dated.hare 12, 20'14, all.Y4 .,raig Parrino, RE, on 0 gned and sealed ky C Januaty 2Z 2019. B. TESTS 0 1. Alone. C. CALCULATIONS Virtual Review Assist, Inc. 1. None� Plans Review completed and approved for compliance with the 2020 FBC 7th Edition D. QUALITY ASSURANCE by Debra Anne Ktahr PX2300 Cz 1. By Miami-Daide Couniv Department ofAegulatory and Economic Resources (RER). mi Ig I E. MATERIAL CERTIFICATIONS < L None. F. OTHER 1. Article ofConversionfor a name change. cz LU JL (�—,*"y A. Nfakar, PX, M.S. flelmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor __J NOA No. 20-0630.15 NOA No.210-0630.15 Expiration Date- 09/11120.3 Expiration 1)ate. 09/1112023 < Approval Date. 08/20/2020 Approval Date: 0&'20/2020 __J E - 4 E-5 0- SHEET NO. March 6, 2023 PA1 .5 'T__ �� To -I di C 0 It in' ,//'*T TILLIT TE�U"Ug & ENMUEBRINE COMPANY - vi�iiiwTifUltz-ii .. . ....... . ..... __,_______, . . . .. ... .... .. — "---- ", 11 ACAUN�.Itw-* PRODUCT EVALUAII!2N REPORT REPORTII 20-0720.01 nATE: July 28,2020 PRODUCT CATEGORY: Shuflairs PRODUCT SUB-CAIEGORY- Starm Panels PRMUCT IIIIIII 20 GME 42ALVANIZED STEEL STORM PANEL MANUFACTURER: ahAALP-robadon Rawlicts 48DO S.W. 61 Street Doil Florida33314 I - -PURMSE OF-1—VALUATION: This is a Product Evaluation Report Issued by WaMr A. THIlit, Jr, P.E. (system 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6 I G20-3, Nothod I OT of th a Florida Department of Built! nose sold Prollesslonal Reguladon. This Product is being Issued an Evaluation Report as described herein, and has been verified for orionaliksorilso In accordance with the 2020 Sevointh Ecificionct the Florida Building Code, and to verify that the product Is for the purpose fridericload at bast equivalent to that required by the Code� This Product Evaluation Reportshall be subject to review and revivion In case of ilding imitations and conditions I.F.MMEMIJIMMEM, ZAA-PROPMEVALUATION WCUMENT (MU Drawing No. 2D-176, tided o`20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrut 26 of 26 prepared by Tifteco, Ini signed and seated by Waiter A. Tillit, Jr., P� E,; dated 07128/2020. This drawing Is an integral part 1 to Evaluation Report, ottill S,tP1N!#t,, ,l �1� A. tjo% . ._ , ANP�� , ............ �Iio; olk . III ___ - _11ill _-, vviiif$ , �l - , e '% I It �, - - _'_ , �__=___Nrl 3-1-1-1, 1 -- " -- - - z---rL`1 140,44167 `i _7.4ar_,/�Ier __5� * 1, I :* x ,� I * I � I __ — , -:K,_ I-.-- - . I I 3 " 1� _r _, � � 5 � � Q�i,, - "`4 0,9 In Ill � ., 1*�k 7 ,To I "' � " idlr_33W-PhoEa:(305)87l-I53D_1� k"l-111", I C455 NX 36th Sall Sulte 305, Miami, Flaf IS - 0 OMM4401 . F�xroT.Fjt.t"-w� _ - , __ T U-TEST REPORI Large masile impact and iatgue load lasts were perfairried under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform -static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & ",;I s/1 go Testing, l ril Reports # 0.6-660 dated 08109/1996, Afi TO dated 0A, K 4", -r3i) dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116-11098 and 0 2126 dated I OICV5/1998 witnessed by Gilbert, Diamond. P.E. and Report No. 021 9.01-99, dated March 4,2000, signed and sealed by Edmundo Lzrf;lsaspada, P.E� and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QG Metallurgical, Inc., dated March 13, 2000, signed and "sled by Frank Grate, P.E. U—STIRUCTURAL ENQNEERING CALCULATI - 9S% On 20 Gage G&W nized Steel Stofm Panel for maximum panel length va. design wind load, as well, as maximum anchor spacing vs. design wind load and partiat length based on rational and comparative analysis, and In accordance Teith section 1616 of the Florida Building Code. Olaicculations prepared by Tifteco, InTI dated 11103108 and OW12/15, signed and soared by Walter A. Tilik, Jnz R E, &AMISR&AFACT-RESMAMM. Large missile Impact under section 1626 of the Florida Building Coda, as per TAS 20-1 Protocol- 4-M.ND LOADISRF-MIANM 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Ma)dmum panel Imi shall bees Indicated an sheets 8,10,14, 15� 16, 19. 25 and 26 of 26 of Product Evaluation Document (P E.D.), draw" No. 20-170. Maximum Anchor Spacing shall be as Ind"ted on sheets 8, 9. 1 0, I 1, 14, 15� 17,18,10,20 25 and 26 of 2C. of Product Evaluat,L�i3Oocur,-teE-4�PE.D.-I drawing No. 20-17C "LINSTALLAIM: To - Installation shall he performed strictly in accordance wifth details indicated on sheets 3 thru 7, 10 third 2O-3, 24 and �8 of 26, of Product Evaluation Doc'urnerit, ' (P.E.D.). draviing No. 20-17C Minlilnum separation to glass shall be as Indcated on Sheets Ill 25 and 26 of 28, of Prodict Evaluation Document (P.E.D.), drawling Ift 20-176, 114tTORK" 11 V Rovi "I -lill W101101"Wo[tzli O.,PtATE-RIA,L-CHARACTJERW.-I-CS AND $11REWIGAT101M ShaL be strictly In accordance with General Notes and Complonents indicated on all 1, 2 end 22 of 26� of Product Evaluation Document (P.E,D.), drawing No.;WO-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, 6'Product Evaluation Document (RE.D.). drawting No. 20-176. 7. 4!M11ATJM.4AW--CQN0ffVN"f�_�_ 7.1. -�`,hall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thriv 16,, indicated on sliest 21 of 26 of Product Eval ula on Document (P. E.D.), 4frawing No. 20-176 prepared by Tifteco, Inc, and signed and seated by Walter A, THIR, it,, PIE. 7.2. 'Product may be installed wbin HIGH VELOCITY HURRICANE ZONES as "n(-,,d on section 1620.2 of the Flands Building Code. 7-3. Product shall only be installed Into poured concrete, concrete block, and wowi frame Structures. Prod uct Evaluation Report prepared by Wafter A, Tillh, Jr.. P.E. (Florida License NO. 4-4167), President of Tifteco, Ii (Florida CA-0006719). �N,00ljlooilli*ool 0 A � �A . Tit4l"I'v - ?I _,%� I'l I-- �, Ill. ,/ z � . � �p �;-_ *V�. "' E ". , � .1, Ni III , . �� .` zi _ 'T � . r, '4 SIC ... _,._--TT-,, , �,��' __, 11ITI�Il"II...3, _,;W*� ,ta.4411I . - ___ � = ---..- X,sl , __�5* .el - I z � . �� c5 z � -�:,vA_�_. sTATE OF . " f . I , - _,--,---ll ,,, �_ - _11iii I , 0,�,,�� - 4 0 RID �,A% 101, �;� I - " .0 , , MOEsl fi; � � ".. _��-, VVA,TA_ 01 To! -FC0 AnMON RECORair � Ili 6, RIFIRDIIII t GLODA, PROTECTION PROPIXTS Li , 20 GA43E "��UTEEU STEEL STORM PANEL, DRIA104 MT7iuREFoRT#Z472sk1 �/__ __F - I I L ECn umc, , .\—, TILLIT TESITING S, ENSINUf4lNG COMPANY __ ____ Ill LTEIlL A T]11.1�1 � IL, 1'_E tilzl!�.l , RR"R ICT_ EVALUATION REEM pl,?,I�li el III"_ A �MTI3 I REPORT NO.: 20-0727.02 DATE: J To ly 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIIZED STEEL STORM PANEL MANUFACTLIRIER. Global PrQtld;ttMPrQd4AQhL_= 4800 S.W. 51 Sheet Davis, Florida 3,3314 I-EUMOSE OF EVALUATION; This is a Product Evaluation Report issued by Wafter A. Tillit, Jr, P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01620-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for loompliarice in accordance with the 2020 Seventh Edition of the Florida Building Code. and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Bulking Q_Ode change that may affad its lintitations and conditions ZL_ KIE. 81WITTED: 2d-f-ROD-U-0 EVALIMMIll DQQWdB#T_JP_F_Q,,i Drawimili No. 20-175, Ittled"24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and seated by Walter A. Tiffit, Jr., P.E., dated 0712712020. This drawing is an integoknt � , YIQIS /, � Evaluation Report. .,X'�eV , �,/ "". lo�, _V . . ....... �?, r" .2� V - " , � , ,/ k" � - I , -tl l-`,�\C,Ellil �? 5%, __ _ , , L _ _,F__�z 4 . , __ - �z ;T 11, ' ll� -a- � - S - -t;- - '�_�-_'�--W 1 67 T = I --_.;�-1j1-'A, 1. - , 2 - 1 iL� * :*I __ I - z - % -c -- S7ATE CIF -'nz-,f: J ,�R.� I . - ,4,� z `-,O�e�.-��"40RIIUIIM ,-',,-, li, � ,1k 0 - .`11 �. 9 6355 NAM 36& StreI Suite 305. lefiamli� Florida 33 I 66 - Phoce: (30-5) 871 - . b4Xbi%' -1531 � ____ PR0Dt1CrENIALLAn,4_,Lm.Fy1*_1 ,e_o_,,ltA-o7;a_QE I U.-UAIREPWITS; Large missile Impact load te--_ts,,vPre performed under SSTD I.'�.�)g Standard as per section 1609.1.-- ,-f the Fiznlid�_ BuildirIg Code- Uniforrin static lol as per Section 1709.8.3, pel ASTM E&330 Tsi Tepoi prepared t;T, Am?fl�sin Testifla I ' Lab of South Florldri Rpf' XCIrt # 0181 4�01_01 date(] Q�J'11,I)02,e,rftnessed by Aliffiarn r R. Mehiner, PIE., Rot u Mtli`Q�f, f'r F . and Henry Hatterl P, E, 3nc� Report. No. I ' 02119�01-09, dated February 25 '22004, signed and sectied by Edmundo Largaestrada, P.E. add Henry i attern, P E, Large missla irr is c II I np�,mt so y , loadings per Protocols TAS 2_01 8, 20-3 as per secl'ton 160-9.1.2 ufthe Florida Building Code, Test Reparl propared 1,wArriercan ToWing Lab ofSoulh Flctrida� Report No. 1123.0,1�110, dated Picv-Frnbei 2010, signed and t_�--itled by i0o E. Gormalez, P.E, � Tensile test report li 9C-1i 98 �,_/ OC E-Aetallumical., Inc., Oated March 1'_�, 200199, 1 signed and sealed by Frank GrLiu. PrC�, L4� peT ASTIO E-8 and Tensile Test as ' pot QC Motellurgicisl R,epqrl No, 10KNI-1318, dateri December 1 2010 sigred and sealed byJorho.lw�klifano, P-Cr. no, Par A" ,TlO E-Es. 2i STRUCTURAL Et4GtN56.R—it4<ji-4ZA-L.CQLATJQ-?4-S--, On 24 Gage CZalvsrl SIH,o! Stnan Parri for mccrUrrol Parill isirgitih Vs dil wind load, as well iiii ineuoh,nura Ali lior rlpacing, TOT,�, 'do�jiign si loald sold Panql length based on radoiriai and lr�fn.porativa.arialysis, and in la,�ccirdance. with ossoctAlon1604ofthe Florida Burc'�!,g C-Il_,d4-4, -,',- loi lat, o Ps pmpa re d b�, Tittle li Inc., dated 12118/10 ard Q&'27,11�_.` (IlTdribis revjair.lri�. --girred ark! seoled Isy Ol Ad TlIlt, ,lr,, P.E., 3. MIS 9LEJMPA(;T RESISTANCE - Large missille, implil ur6.,r so,Otk; �'t 160 9 1 ` o It V To Ficirila 8 viklinqg C,od le, �,� per SSTD 12-99 StandiaT e 1 ii Oi Irr,g, "; �,,��,,,11 4, NND_0AD_$_R $ __E 4STANII 24 Gage GalvaiMzeTd, Stl SlirIrri Plinal hao, been veri(Iold to, sustain ToOnd pressures. Maximll fyzmeoi liakr�;Ah Shall -he as indicated on sheols:5, 9 10, 11, I . 12 and 17 of 18 of Prc),l Fvalje,,�'-In Docurnnt "P E D.), drawing No. 20-175, Maximum Anchor Spacing shaff bl+�, ', S Oldi..'�i,,ited (I n sheetis 5� ,A 1 0, I I I 1,--� thr�i I (i I and 18 of 18, of Product Evniuqb.,�n DOQUET ler�t IP E.D.), drawing No. 20-175. 24 Gage Galvanized Siaof StOrm Fl;.)ri��l has ti,ec,ri ve-rified for code cor-ripl,'2oce to I work as a nor,porous siollm SJ-MTCTT asserribly, as pe- SSTD 12-90 Standard I I ToNoMITIOT"Ohill"T ,iiq�k, ,I;, AT 1-itjIN" , �.�, ,/>% -�y , -,�-�,� -, , ,^*, � , , - " - __ -- , , �, 11,� I i -�_--,� -'Y" ,�, , ,,, I , I,, __ I— � _�__ , �� - ___&_�_ - , . , 'j,� 6 7 - -� ""t, � : "), �!:, .: � � S " � _�� - - 2 , �* z R � Z - � -, 4, - f- * - �. - - _, - __ - , _�, -. """E � .S. 0;� , �,� 0,- i: A 4, - , ,, 10� , n., � '11, ,F A, �N, , i 0 � 1I I U �, - � "41 -$, "'.il �..�__""ix�� ,,� I � �, , ",ii I 0 'l �, 1_'�--l'_IC"'4, Aloillil-.10, I __J litui�L*��'-T-E-"�IVIL-AT-it�-?.L RlW_Q_R1IJNQ,__N_#lI 1 7 5. IWA&LATT-011 Iri ion $halt be performed strictiv in acz-ordance innthdotails indicated or. -Sheetg3thULIP-,12thrul8ofl8,ofi5roduc',Ev.aivationDocument'(P,E.O.'a , ' ) drawing No, 20-175. silinitmurn sap,ral to giass shail boo as indivatkid or sheets 3, 6', 13, 14, 1 5, 1 6cil 'I 8 Elf 18, Of Fleoduct Evalvation Do,ourrient (RE-0.1. drawing No. 20-175- 6l. KATER[At, QHA r _F M!GI-E-JR CIFICA"I'li .,fr;lTlC_3_AR9"P1E__ - Shall be strictly in AiwQrdanc_ with General Note,-tii and Components lindicatell on sheet -1 and 2 of 1 S. of Product Evaluation Document (Ii ), drawfng No, 20-17�- Anchor specifications shall t�oi as indicated an sheet 1 of I 8, or Producz EvaiwaWn Diccurintent (P.E.D), drawing No. 20-175. '71 1J_WWbQ_1NS AND CONDITIONS OF-LISE, , 1 Silail be SirifIlly in c0rnofiERi vi General Null Ilk,, 1, 8 thru 14, Indkosted Of' shoe! -1 nit 18 of Product LvalUatil Driocurnili I ED, ), drawing No. 20-1 175 preparad by Tittel Inc. and signed anci sel by Walter A. T flif, jr,, P_E. , . i 7,2, Product shall not Im, In -smiled wilhin Hl(.':YH VELOOTY Hl IRRICANEZONES Ps defned cin section 1020.2 of the Florida. Suifli Code. ' i,3. Product shaft oM), be imstai into pol cloncrete, cncrete block, and TolLorod fiame slouclarais Pfoctia Evaluation Report Prepared bw Walter A T911f, Jr.0 RE. (.Florida License No. 44167), Pnident of Tili Inc, (Florida CA-0100671 9 . )� Il D'l To � -1tr-7-1 '101"TC: NRFCORDO', P F, FFPCHI 2��, , I GALTI"i,l !rr,FP VrCAL'I'AI,T�L I CIFLTIITT�;Itl Lilo, I 'I -.1 - '� � I I I � -'� � I I� hl _., � .... -, __ � ___ " __ I ---I-- -- � ... . --� - --.,. � � - , __ - � - - __ ___ . - __ - - _. . __ � � ' ' ' _ _ - " " - ' " - - ------ � ______ _ __ ___ - . .._______ - - " - ' ' --- �' - - --- ....... . ...... -l'..�---.—,-��..�--�---.�.—..--��-.-- ,,,,�..---.,.,----...,.""�l,,--.----.--��—."�,.---.I .. .... _____ ___ 7 COM AF TY STORM PANELS I 11 . . . . . !:'4- - `4, 3/il A/4, 5/5 7/1, . , . 202& 83) X tAl TMoT PORI SMK, Or INTECIIST CONoill PAIll $-W.W OF *DW WAIRM K n)VRQ OR IIIE (SCALE 1 1. I �� , I I � . ,wl� - me For I 1,0i 0, ,, " ;o, 3INT"Tri, 4I EA'Sni WALL AN011 Ski BE LONIG inill ITO Fli nic Ill STAJC11i "JID S-1al PANOLS, . -op �� i0o, 6, " . I . I - 7 961 'I T I � 11 "M PANEL IHM� ON Too FINILTIUCT 0ALVATION DOTOAKV OF 17.10� HJI5 GCON MOVI'llM I'M COII ONCIF Th W-ToUl SHALL BE AS KNOONCE, IN FL I � AWJ I 9 2) 1. � 11 . - - - 1 - - - 'O.ITIE, I %1!1111-1� - - - - I � I . I �., . . IS �w �Ti li . I l - �,'Ill 1 �,� 6101I�T` 1 4, & I , - - I 11 EQ2,Q I KorrIONT, 01" T,ir. FLORITTIT 04MIANn GODE IC) 112-cislaiNIQ-1510Z .LMO(_V_X19T_1i35i1i :T__=e_1&Al - - tE sw� -,LFTECTT;,E OTOOTH) I - L � - � AILCOAD"i ALTO ol , I - - sisou All LUNDS SMAILL K DEITRMI AS W-P SEael �Ill OR TIME AMOVC NADIDIVNIED CODE - 1/4 -0 TAPI AMILITTOR., A5,WSWACITURel Ft 3 I IN 0i INIC I - _. � 4 . - - 6_-__ I I - - - __ - _�i Fol -1 - I 51 I _`�,_�_`,z �� ,=',� R, A, 11 � - - � _. - - - - � t �;� ��- � - - 15 " 1, __ 0 1 . t- - - #14-10 PANEELL&I COel III M�_ PolkELMAW Ol ANLT�pT,, 05 MAKWAC!URED AN Ill �&N�!I M.54 -4 I � 6 .. - . � � rl� " 11 � �_ FEW, - Aftill SPUD AS REQwl BY TK ,AINSIDN'til Via-zell nAIEW SIMU111i PRI PC IN51,=kLcT AW ni 15 � - , � - : i--- - __ - . , - - � -,A*# i � - 13 -3 _- NOR A DIRIECTICAUl �All Nd il LISM ASCE 7- 1 6 AND Sol NOT Eel DIE MAIMAI (AA C,) , 3,-_VNt!I PER #,.D- � 50' - =--� . 1, - - � - 5W _�oo I � E � I � - 1 T50, - � " " ! F __ - __ - ______________L______ - ;�Tlli � 5/r ACl ffiX'i;. e; WRIEel tol, All -0i �IiCtlo�* el . SPEOToll itt . -.11", - 1 lsff� - , 043i ION- VNICA I ___,�: - __ � OCSIGN PRIES91i RATIl WIDTICAOM ON Sill 7 Tilift il, Ill IS. 16� IR & 20- 1 � I IF : rl 0 C I I I C&�_vtol Stri 4-l--ak � " 9 I ,��,�I i I I� I 11 ir � T_ - 1� I "ll ,I-=-- � I T __ __ - � _ _: � I i_ �_ - - i " --- - - ------- -- _ -1 - -I-:-- - I I - - I "' IT I r � i I i , I� iT .�', 1 1 III! ,III � - - � -- � -1, I I I 'I I � I i 1 ,* "AD ii,00.1% (IMMINTOD NO Al I -to pb . ` I I, , " 4. � I 3_ - � I ,I . l , , : : ON ORDER 27 OTTle" TK AWK OTOMTH 10i UILTIMAlf Di C I; 13144"i 1141AWOM 009ETI INTO WOW ET TAll All;C40ill %W_i Of t 1/2- i 2- onto Y,10�', �m,iil ITILS I I I, - I '��.;F, - ,= 653 / I OAT. 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I ; I i 1 5 i 1 , I- - —,I� L � . __4 I ! I I . 1 I i - � i 4 J.'I - I I I � I - 0 I rl I 1 1 , ,�, fi,-al jm�d _ ,jrHrR*_ A �'Tr`rl `,Wr1XSDk_A � 'W "W S, &- MA-1 , LAU -a,-- - Fruit O " Fi � � L 6KN I/- 40 P * � � 1 - v � f , , - - I - . , i * I 1 r ; - t j - I �p * 'I , I * I � � 7 � I I 1 I i I f P � *1 11 I I A- Q). O FNTO PANELS ARE 1_�Arql TI 7P aOTTQ,V TJQATI Zl-��4:FLF17,7101rl I - � 2 , I � �. � � I I � I � A, , . . 1 ,, � , I z . j . ! �� I. � I . I �, : i � 1 � � � � 11 - "I" "U" , "I'L - �HALJ. CUOI A�JT !/--f "E'7r,"ll, M W/ T%,'6'S0T/37" wllril� z , . NUT IDIR 1/4 'di lb, NIVA14SCREW i 7APPES S,'�TTCNI I l i i L I 1 I . I � i � . ; � � 1 � i i i T . i ii i i i i I I i I � - TRAI LSSATLI ()F FASTFIENZI11 W-1- PC AT (11PE OF 1`00 I - I`LANUE�S I I % . ; I 1t I 1 I . i . I 11 � i , - -, - - __ - I P ! I ��EL I , ; � i I I I , I j I I � I j j - S , I : i ; LI ] E I ,_ - � . I I - ; . I 5= � __j - L t � � . � E"IcTI RAT Or �N�_ PAI ; . - ... � _____ or � . "' - '4� tN L:A�� T,,AI vSII -N-IfTILS ALFS O01T C,',AJPC�� IV CLOTTOIS � __ . - __L I --I------ 11 I I �r '41 ,�� . I - ...-J, _! _�_Ltj_T_L_ - 11- - � 1"t I , � � F I " [ - T - I - I —H -1 i 1 I _14-1- i - i , LI—L � � � : I � I I I, I _T I �_- I ' FF+444�-, --*I- __ - - - 4 1 . K ' 0,11 rk -, F I TrFAC lio. III STOIR SW ,I: ONLY `U5,"D ILI TOPj AS', TAX, I PAI Sil l, cc;Rv, d, -in 901i TRACIS ISINCL SPEr-, � ot Nl - AIDI�A-,J ITS �3�1 PROW. � CAW, CORIEECTION C' � � t n . 171 - i I 4 I ii-L-1-i-J-11L IT , E 1, I., i 5 T I I , i `i_l I ' 3-- IN M PAP RO-Mu TRAI Ul OC - - JF1 t - - AND All ; LCIEWOON - A __j_jI—E - E - _j � -1 1 L L -1 _1__ L -1 -1 -L.:-.L -,'-I- LJL _J_'_1 _Q -I -j I- -1 -A==[l L E E A I � — . - � - . _...____i7, . . I I � A I I - __4_1 1, Oi r - - 1, All rot , 4i.�P` - i ill-" , � - _79y_,�69 t 1� ---,--- ______ - . �_ . -1 11 wi - i 7-F ,1 I 0) K`TS 4 C - _____ t - - - , I lN'7`A1LlATP)4S CTUI, VAJL� Ecil VVILl . - I - - -a _S I nL D�h � L Aril_'140" SPir - E I - . - (SES SI EZI & A�TjA1,AjkV UIW ,4 ZU-, ja� - ..--- - __ .- I *EZ1/1 84 I i q EZIW/18 i TYPICAL ELEVAI FQ8 SERIES 2000 E—Z HANG STQRM PANEL—r—f), SYSTEM (t) i ,� I I 5CALE�: %/32'=l" I � 1 2. 71PAK 01ULThill 1 't, UI,L FAP - � c � . � :, , , � �� I L _ - Il OFOLE .l ITT ""' , , " - .. - I , , I i , [ J' �4,� SZ= I l 1/11 � i 1/4 vi CAR L, TSEC-719hi I 46 Ta"'i I ............. sc_ � "132,- = ,,i�','l �..T ,,, ll�� - - - �!�t�N _0 -E-*Vq . `-p, - � NI, . , � 11 I J/ J ______" r1—.__l, � I FI BUiLDW COVE (Wirt HIV, Verocily Hvirl Z* # ----I— : .=4 rkwito. -_ '�' Z:, � I El 44167 "l I 1� I I I 24 GArk GALVAl STEEL STOP* PANE Pull 10 --- L ]___ " I "' IA * . * I,- i * = �Z� � ; �_--�7q/ -1 - , - 4� 1 �k %--. � , __ - I I "111,111 11LIECOssic" �x GLOR&5� PROTECIENZ)IN PRODUM, LLIC4 AP L----:-- __!�� - i 'n" ,.At. �w �`Fr , S - 1,F , ,I-- - -1 ` TrIll * E��v CWl f PAP O. NS, . .. - - `�� ll� - t-, , ltl, . - Ill- 1 75 � t,", � ,F , ""',, -11)13 1'�,_,rl.�I�;., _3P, 41,k)IMP , -*)*7 - IrAll ii. , ,�_, -,--I - "'T $� r_;Ao i I _LAO, , r I- ,,, ,.. - - - - 4 "n , :K_-,-".1 .. ��, _,__�!tt -_ _______fL1x_l L I To U, I � F-P �� " - P ."', .DE7 , o-4 ! I I— . -- - I IO I I - flm_,N�rj�NEHE fz,zf r,qf— _0 0 1 ENGINEERINCII EXPRES13de PRODUCT EVALUATTON REPORT' S"mber IS, 2020 Application hilariber ,TIM&I -M EX, Plolool Nurnpoic 20-31543 Product Manuffacturter. All American Shufters and Clam Manufactuffor Address I 540 Donna Road rimart Polar SoacK FL 33409 Product Name & Delsalfrunn, 24gs Galvanized Steel Sit= Par" Large Walite Impact Resistant Scopeof Evaluaftini This ritodad Evaluation Repair is being Issued in accordance with the le4utromm-ants. of the Florida Derinartmerd Ed Buotmor, al Ptillessional Regulation (Fladda 8uNkNrvj Cbrimilml Pule Cnal 6IG2" 005, F.A,.C., Forsuffervill accaptance part Method 1(d) Thelproductnotedabolobasol Iretod wadw livahlabid as Souraniazed heroin to show Compliance With the Florida Buildfirt Code Seventh Elfition (2020) and Is, for Me lourpose fortanded, Nil boom sonevalent to that requirud by the cow Re-evaluebun of this product shall be requarad IoNowing parlinerd Florida Stakling, Code molifificallons. or revisions, Substanbatfli Data: . EMMMAWA119SIMSMEM EX drawling 412DAT1543 tMad `24fla Griffivanoted Steel Storm Panels jHVHZ All Mart-HilKl'. itheetir 1-5. prepared hill Englineenng Expresti, signed 9 sealed bV Frank, Bourraido, P E � al an ortagoa W of this Evaluation Report - TEST REPI Ontfol frarric structural par toortarlorr ties been forlied In arcesdall tritlit TAS 202 test stwourne; iW last restari OBT-ASG. 17-DOI by Siockw" Testing, irip Larrip nesiville impact resistance, and click loading joirriernurvice ha limit hina to accorros"Cevilith tAS 201 and TAU 203 lesilistandiards Par W-1 ITINW(s) #ST-ASGlI by Maelivartor Testing � Into P STRU011URA - - 1. A -- Structural engineering caliculations have been prepared which evallusle, the product bell on -MP-SWO andfor ristortal arra"is to citutifir the following design crftft: I Mrarimurn Allralrable Sparts 2 hitrintion Alloviable, $Pras 3 fillinotulm, Glass Separation A Anchor Spacing 160 Sw 12- ii SUITE 106, OtERMCD 81I FLQP,ioA 33442 � 9541 354�O B 60 1 (066) 396-9999 TzAAt0lFN*t N"I'le E�Priess�crcrl E4GINIEZILIMPRILSIL-COR - WE iS TV 0� I N E E ISO I N [3 , � fial orz� All American Shu and (Am- - Nits Galvanized Si,�_A Sum Parl ii 33% Increase In alonstAe strial her, been uarad In Ihff d1teogn 01 this Pichl Separation from goairdilr� I required foir Ulsplikolrop, OULTUde of Aird xotir, 4 and wiLainviroall fircilftnal Impact Rinistwce, Large import Rinallstarrurr has been clurroorootrairld on wilvarincroo or proln"i, khad forit reparills), land or ator,riunted for ul the arignaloning itall of to* prodol Wind Load Resistartce This product has been assigned In TesSR Folid ""* all indicated �rt the spar'S*PFILLfwa) on the resilauzill" prodoct izveloall Daromort fi* etrarripWrig davoirrEr Instaliffdorr Two product shR# be vnitalled In strid cornplonre, with Ili, lespocilive Produll Evairivirro Docomerf o ar toliginowlinl dravarrod, apag wfloir saeomporoorn, Troradthorain. Product componares -shaff �Na of in-- criallenal speOfed In that produla's respective Product Evalualwo Documort (i�e evilaxwe" dravairlit, , Limitations 9 Corldittions of Vse� Use or thaa product shall be in strild r�xojdrrnca won the respective Product Evaluaill DoCumeril (Le erighteemV drawft) as noted herarn All supp"i bear idruropolis shall be drialiEpard to Frolooll all stroalodnTicarad Wits and "I be 0 a firralrOW kaledin(Nsproduc�'t�zesp,ac�tPveancbofsol�Em�hog l�-�qjqi%$IFUCtOWCC�r�UIV..,,ngW"$tClI�airt�V�4:�fS&t::��:�LntodbL InINspwdud'sre%w��Weanrhor.-W-wdijtesfc2i4bed"igFTadfoI on atiffe-roacilic: basis lar a olitistered protesta" wvklou Alt components lithich are pannarillordly installed shah be tircracted agaiiii corrosion, contamination and o1brit Soch damage at 19 tlffll This product has been designed for urge ivilhill and oullside the High Vakrii Hurricane Zonet JHVHZ) Reqre�fi,I I ... I , , , � C.q,_ V1 - - 1, I - l 4A�_lt-�_ p i� �.�� A - . 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StL_111911 - FF - --1 - ___ P _ _ . -7.- O7T"Q1Q trim __ I 1 24 GAGE G'ALVAII STEEL STCNk PANJEL ,._ _ I - ,� - - 0 - . O&A I �RL5-;LWRE RATIING . /- 4U,V y 5 I AND 6 - i a - __ . - - - - , - �Tkff I� �- - $�, � iFi- vs,.; — - I - __ - - k, ��A , � I - OOA __ ZSC.. , k-L Yr P - I L PWL MION RODUCTS= LLC. 11dEco �AAIEI LENOTH : �iiW ; 4O_ lil ,' . i , - - I I " Y -,,, ,,.,,,, , I - INC ,C L IO, F. �, � — :IT FF,IP ol WT)OD� FRALIE CONSTRILICTI011 Al � _'19i , ,v, _ rITTEd'i E �1`24"`_ 114�1'0 � � ox S,l 'I . I Wjrl , I I- . - � - - All _� .. Cl I ,,1,1�i IOP,%, r, UP;,r , � T"i I 7 5 "' MEMIGI 10 LIE SCJITLIIIIII�lokl Plrl� NO 2, or," SPECIVIC i 01, "I', �,-_'p i S ,,, - .", I ._ _,PL`T - 0`F.0 - - LOD==111-1 - ll� )EW-ITIr Of G-55 OTA COLVAT, ICI_ �,19_1 l�-r --, rk�� - ...... . "I"'ill-1L alliAlill 7. �� — I '. PlD--`,,-�,,!lS, w , �f - - - � I � - 'am Ill - A I _.. I I I .----- - F��2r — ALL AMERICAN SHU17ERS AND GLASS 4g�a GALVANIZED STEEL STORM PANELS (HVHZ & NON-Hi'lli � 1, _�g _ — W �_ 111IDT, ill"LIKI (PERP� 70 PANEL SPAN)— ii Mll ('.ONFL - T?IFr TOD AS IoI - SESTIONS , � I I CIMIDli Ill ITTICIA. __T I , /�sOT-YYLTHw`�`A`E" WITIONU TS rxsTEN,�n 0 1, I ryml 0 q nilib-N fuEe Tali - , f APPROMETIE Ill �Alajil ALI 9 li, ", �,, Z . i, Tt - Z t5 ------ I I � I 11 , -.-7------T I CLAN VIEW �, 111 AT . N I — � � 011 11 — � I — 11 ---,r,L, j_11111111111111,111 11 T I V UVT7r'F1 "OUNt j 1. I - I N TyPe AS-_ _DT 11 ,�� , ,--I � . I - I T-1 A ('T'llit, TYPICAL VER-rICAL MOOM-706LEVATION 1i ILI T S, ELEVATI-DN TOP Mclul "O"', _r tanwL A:.; " �', T,,! -, l , 5rANAEOVE " - I I � r T AF57aLK", rIcA, L I . 1 5 E , )TTON t . - I � :-TADUNT _-j Arn _� � t; I x M i � . . 2 i . . I . - , - " - F INN Try ,LRl RWI)F - �. 9 M , P: J �, � 1� . I - i 1) — ___1-_1TPtJCf110l4 L0CATIONI-ASq4rLy$ �, - �N r, . 1 . \ P� 9 i . �, F Tir L, I - P. KI , - , � I I , jc0l4NrUO I 9 � . I I I I I I I � I � � , , AS FLEQTD) I E t ScIrni MOUNT. (Col . Ltrw 11 (,,PAN 5ELOW � - nFF AS P,EqD) � ,l T Rix-n ON" I 11111i MAY fiff 11.11TCHE I AS REQUIRED, " DINAL�4`11'D`l -DOVIrDELID 74ITT CONNECTIONS ALIFIC, 601i Ill WASHIRSO ANCH ' ARE LISED Ill SATEI � � Y1,'tNGNl FASIENED 0 SPAPSOA!i & SELOW CESIRW-11ON OVEIRAPS 9 t-RD-IPAR 'USE 4 TA411) VERTICAL MOUNT ELEVATION /-Y"lli (NOTCHED PANELSj___ \IV NJS __ ELEVA-TITAN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE� Z_� �5ktl FAhl '_ " r ---"-"--' '--' -, I rAF,jW,jAl ILI IFFI,�� ;J�JAIIATIOII N%11 SIA,'. ' V ��--rVllP4T�?'�--�SE"Frtl�.�,FAli�.6Tf".) Z ___ - � OAA11i � I � OFS'O" All-, A111 A 4 I � ll��"�"UAI INFIALLAT" GFIA1TP � . E PA15fumlt , ,,, A� A �,_, %l lr�Z IT'S TRUML � L, 1 , , ,,, HAUK f,4N ,VAEcU, L T O L �_ I . I I aF �, � __4 � , - i- __SL - ____ .- __ � � 10,P . . �i �s t,, I 60C., 11 i S �r. -_ a -AO - . - . - LO� , - - ,'A, IT __ - I , _ I - 16 __ - A� I � � , , - - LO,�I,r, - __ J4 ,, � � __ __ I !� T- I I I .� III - K4uill � . �11 V,bjl� I i .1 �t . - - - U411 1 6 1w.r, - �� Is'l, - �1 ;�f'r I .- .1 ____ � 1% �. __ - � � D4 �:, - - --- - - � �� - - - . ; I ;TO - - ;�_i_ r,, . - [ (".I ��. - � y ��,_ - - - I - - �' I o 10 I - � "t, _! r, � 1� .11 I 2 El TI I � � � " � - - - - P ., - - - ---"-- rh [ �q L, I - I , r4L.,7 . , .;PAN SCHEDULE NOTES: IL i�ti7��PL,,v�A,�cc"E�,iu�cs%virhu��GAr�vS Dr-qUIft L04D II 9&NRD FA5`F�%Ev IOAtING TO DDIFOHNNE MAYISDAM ,_L1ONARL_�DQ" -AW __ AD `71h; 'An SC"EL oULE IF ACCEPT.grElf USEM i TOFIFTIVIELILADi Fi1ARi,AKrj,4tT0 TIRIA 11WE DW IN LILLI : 2 ALFIR rASTI ARE STUDS v5ELD IN OOXELJIR�TION All ALL, MOLROFI i�'"Rtrl f_T"CA, STUDDII Alul ffrt; USE 6 2-m - � 'N-SIL FASIFE-WRill SPAS W4* TASAiII Vkl,�UEb; FVR ; � "L, AND , r ,.PT4DERS IIN'O,.wr INOt f3ijil OuT � IcTit"'tTrOrls � i-I Il OF I to Too O-D 4 T Lot Iq KE'uStEo, LOF CS IS ASSFPTADLE� GTOOW15E USE US- HITSHEF iULAI GLASS SEPARATION NOTES: I', --7l � I FlOT PH SPAN 754'HEVUL. I. Tl1TTr FOSV WE OF SUVI JSAOI �TT.rlll I I AUN014,04 ILLOWASLE SEPARANION FRI T14F IWILF0115 10 BE PAOL�_jFp � a . . 2 SrHELIkIlLf ISREQUIRED FOR I AIMMIll LOADSCILI . . I VITFOP011 BE_1V.fF. � L O.CIS !S A�C - �nitwis_F - ,wx r ,AOSPiSn 1 EPTABl � LO -_ 1 3 FOR, INSlA,-_4-,MFlS OUTSIDl THE +*'�'Z A-40 OUTSIDE P� EF_,FJ4TtAI, . I I .i AIII I ULS, ILI All *TLTTD� r,DNF5 , THITTrKH ' ,� Vi GLASS qIIFARjA"f.',N i I 9 5ISKIFOLL , Is NOT .-EQUIRect AAE':-�O" "INIMLIM ALFALFA, ICA, FIROM -Kt i : OVISTECTED RM-lOO -I, REQUIR I 9g., FRANK FE _N l ", - M3 - try ; - � --- . , - - � MAXIMUM ALLOWABLE 4��!' - I - _AA �� ,01ii.— DESIGN PRESSURES: - _V_t�____�_ 'I,' 1`c`," I � � 1� - - i - ,_ � . f L"I l-011RA , -�L-_ �r , I �O, - I- I, k:ftiiiil I IN Di 5-r-, N DESIGN N07ES: 511=11,11, 11�17 S H ILES I I ,4� rg , POSITIVE ALIVE, NEGATWE DESIGN M�SSURES CALCULATED FOR Ol WITH TrIl.'i 515'P011 SHALL 5E OfTEWPOSD PER - , - � r ..,ii, -% SEPARA-1- Ell WITH TM dNl ,gEMr%.NACCCArx4NQ G Il1y,1.l71`:AlE%Aa IN ll DE VINI D CH4S1 EIR W Eel 10" III THE FLOW OA rRuLDINI CODE 9HALL EE LESS THAN oa �>u AH M ,,M�tTOTHCF�Y.W�EOR14Er,ATNEDEFICN F CAPACIT, VALUES LISTED HEREN FCR AN, � - a - I ASSEMELY 45 SHIDIVII to I 4 �_, p GENERAL NOTES* I .9 i 3t r, V fl- IL TFUSSAKOFICNMIN UP III DESUDAWAND SH-EE FAILKICA1111 IN . - - . I, in to ow RE of. DE�r Me.i4,D*GICQDE Se.&NI E-141mtj ffl(il 011, usE iNsinelOAD OuTrsioil,nP FIRE H�� Vol zM Z AND 03, 5' FRQCOI�Qi Do'NERACTOR 5"ALLjvvEaFTrATE: Ul ! a - AND I TOALL Lcill&LIWILDIlil AMEmDMMT-- WHICH Klk� AIIII.Y. it rAft REQuIrt ��ZAS LA AOO 2. P.EW .51f) IN 1114 � owf�h OF THIS SYIII 1, ITHE Atli r 111=11 OF RIC Fa A TRE "" �W& E-5 SU MASTRUCTU "IS r USCD S ItESIONSML'- , all 11 D E24 FOR T* MZ15Frjvr. ALL 15,"TIN6 Ski0i TO TKIS DESIGN WHICH - 0 SHALL BE'NOORDIIIATED, ey Tot PERINITTRIC-CONTIAll 4, Ilic-A-le ISITTLISTill SO4.10 &WOO 2"MG �AILL BE Re � $ Cil �qulrror ,FI, I, cit I PAW 40l I'll IFENNILMA01"Ellit 18.11,11!��,%",LrIlln'llolill's A" ""'ERTM"tUDMX'--4MMI�MG.EUCAROW--�PROODE g ". En P. 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E nd apil 'Mu'), ['III,,, F�:5 I RAFFIC `Tfr� Tr!'I� TEIFI�IjATE Wfl�,;",��,��111.7,T��,�,�,�,,�OtT��l, I I jeted a ", ' � - S a ,I . ORI_lf OCDl, Ac"'PTLUTIT ,U , FOLI , I - it,:, 1,tfi- T:z:)STjRFF1ECE5- :�-f-�.4.7pio�N'll,�,,�1.1�,�,�F"i�-,�A,Rill,�,F��cF*-�7LIE�fwi', - ; - Ahe 2020 FOC I T' , -* N'XII, -,4' EDGE D' ... �, ER OF `4`731%�_`Ill � 4'3V, � STU_ :A � - F��IAPIJ-1 WT� �!,��!3t,P-� !E 'SOIJ-HERN PIr,F_ G-0.'__ OR GPEATER DENEW1 I A ne Klahr PX231 �� 1 1 1 - N 6 L�Tlrl 'Alk I'SLf; I"Lo T�F� TVI L , I I ,r!"10"Ar-111 1Tl1I1T0�lJ4l DI:V0PIJ I V�ATIELftl,11 ITI-IFIXW5 T50I.LL-K r � i�',5,I� AVVITIG I I,A,j_I[j,r �3��',,, 7,41A ,'A", r, 4l il -NV - -IE �Zc � .r � T_ .LIT14�MU,TT6FIr1RE�C*IFT0TI I ?lI_I`rT]LI 'll,D �Ir LTAI, E EET�-1,��r�HF�D,,-*Ij�sHEylu,--,w4�FERHU'r,�SID-"��4R.e,ci:r)AN�,-, I E � 'TolliA 4j. Sit BEDMEMWKDEES],E_1514t� F�Cll l�TUCI:Xr�aftlr"HER ArkiLl F1115 - 14 filis YS- NATU� ,VvC.X_ Zt,N'LIT"Ch", wI!: QSA I� tf, 111-1 AJ1_r_fI`TA!lLF 0!t�� = * UIRFI-T �Iljl�171ftc_ f7z"Ill Tor-1 L _ �LIHDITR mrrF.Trr :I,�TILTTL E5 ?U� rfftllr�l�-- �'.lR. lj�E OF'. � TrIT IN' �Dk �-�HEL-101_ff IT5 ��Al IT,! U,, 'I qr.F�f - — � - — - � I , - - ',-, � , �_ ;�. S t & !P -1 FL A911. 'W t�. " 'T 0i f �;, -, . - P Ef -A I , " c'EjA 8�5 - 1. - !� P. 11. 1� H - �'! � " VT z ,,,, �, - . - __ III) 0 "I — — 0 Z 9 It . - F - ILI, , U, iT l, �, I 1. U.; � 'I" i . '-" I " !7 1 �'_ 17 �� i I �E g ",il - `Lx'I, , > .., ii i Id"11, 1. 7l I e �, ,�, LAR i� o -I * , E 6 �, .1 y 1�k � �2 P LU rE � < :j S( - - iz;? ��:__") _ _41l CD (1) r- . (I -0 -Fz > (1) -1il 0 a) 0 C— I =3 _0 fill (1) L_ 0_ = 0 (1) C�L 0 L_ = cid -0 0- . .&'..1i.iiiiiiii, C-) 10 — C/) (1) L__ (1) -0 L) 0 -0 - _a = 0 L_ —C:) = 0 'a) 3: = U_ — M = '*- Ca . U) a) " -#.- CD- _E w M 40— C0 0 0- �__ -0 .0 — W < 0 !, i . , 4 Z 7 : Z W inj (n 17 5 " ; L a) ^ % W 0) = -4---a +--a , W :3 M > m C"""""""" L_ 0 ___ U) - CL 0_ < ^ % W � m C-) (= 1, =3 -0 M I � , ", 0 L_ 0 - 0 iIIIIIIIIIIIIIIIIIIIII1111111111 " , I M " I �,� I 100 =3 'f LU l I I i P 1�> < Z ; I ' L ' ' Z < L � I I n I I I SHEET NO. IS H I 11 ,5 11: 9 :1 IOWA WTU 318"CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER Lc�_P4T\11 1),SEALANT AT 4) SEALANT 6 WINDOW BUCKTO OUTSIDE EDGE OF MASONRY WINDOWBUCK- /--2� SEALANT "NT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY I ZY,�tPER ATTAChED CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW SUCK ALL 7HE WAY AtIOUND, INCLUDING SILL. JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH T WIN TRACK 2,5 314" CEMENT PLASTER 12 MIL (nftn) DRYLOK EXTREME APPROVED FLASHING TAPE `v" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ""WEATHER /E BARRIER & 1ARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTIR I -APE '—EXTERIOR SELF -ADHERED FLASHII\ SHEATHING BY LAPPING DOWN OVER RIM JOIST AND U:1 WALL BY 6 IN� WEATHER RESISITIVE BARRIER SEAL TOPS Of i0iST5' UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily sel weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive Wrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED W'INDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WFU 1 REFER TO TEChill LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING X DO NOT FLASH OVER BOTTOM NAILING FLANGE A AL WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 77H EDITION (2020) Detail Instructions Refer to the number marked as #0 in each detail that corresponds to the numbered Items In the list of Instructions below: 1 Install self -adhered flashing in order as, shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the rellease paper using the ripcord (Split release On demand, embedded in the adhesive layer) - for ease o,f installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7'. Angle of comer inay vary, adjust folding of the flashing accordingly to fit tight to comer Mechanically fasten as necessary NAILING FLANGE 1/2"DUROCK— SLOPED MUD BED — VINYL SHOWER PAN SELF -ADHERED FLASHING 4, .4 � , 4 4 < NEATHERRESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING N4"-V BEAD OF CCd4STR_ 7 ADHESIVE TO BE A ='PLIED UNDER THRESHOLD OF Dl AND RETURt UP JAMB 6'� USE 1 1 =13 NAIL BRAN[; OR EQUAL WE.Al R PROOF CAULKING SECT i (SE Ii DEIA IL WIP02) SELF -ADHERED FLA3HING SEAL TOPS OF J )ISTS UNDER DECI,l is EE DETAIL Wl SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ire] ago- ga- = --- �i_ Z < CL W LLJ LU LU 1 0 _r I LU W 0 I I WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 G_,neral Exterior walls shall provide the building with a weather -resistant exterior Wall envelope, The exterior wall envelope sha�l (0.6 crin � 30.5 cril include flashing as described In Section R703_4 31ill BEAD OF CONSTR ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RE1 URN UP JAMB 6"i I-ISE LIQUID EXTERIOR R703.1.1 Water resistance. The extel wall envelope s)aII be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EUUAL WEAI HER within the well assei b�,i, providling a waterres�stant herrier biI the exterior cladding as required by Section R703.2 aacl a means Of PROOF CAULKiNG CEMT. FIN. draining to the exteril *-aterthat plenetrates the exterior ciadding- SELF-ADHERIED FLASHING BUILDING PAPER WIRE LATH R703.2 Water-reststive I-aarrier One layer of No 15 aspnaltf,elt. free from holes and bveaks, complying with ASTM 0226 for Type 1 felt or other �v 77 Z- �, - - SUBFILOOR r shall be applied ove( Studs or sheathing of all exterior walls No 1:5 aspll'ialt felt shall be applied horizontally approved wateir-resistive barr e ( A) , ith the upper layer lapped over the lower layer nol less than 2 incbes. Where joints occur, felt shall be lapped not less than 6 inches, Other W ater approved mater4s shall be instailed in; accordance Wiith the wr -resistive barrer manufacturer's insta0ation instructions, The, No,15 asphalt RIM JOIST felt or other appii water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to Ineet the requirements of the exterior wall enveiope as described in Sel R703-1, i R703,7.3 Waterres�stive barners Water -resistive barders sha1 be installed as required in Section 13703.2 and, %�,,here a: pli0 overwood-baseld s - P sheathing, shall include a -.,vater-res-stive vapor permeable barrier with a performance at least equivalent to two lavers of Grade D paper, The A —A I / - V V_ C2) individual layers shall be installed ii'ndi endently such that each layer provides a separate continuous plane and any flashing (�nstallecl in accordance wit-i Section R703.4) iniendef-i to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: !,"here the water -resistive barrier that is applied over vvocid-based sheathing has a water res.stance WPOZ CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-rninute Grade D paper and is sepal-ated frorn the, Stucco b�i,r an intervel MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZZED ASPHALT substantially nonwater-absorbing layer or designed drainage space INSTALL SELF-ADFIEll NEEDIED IN CORNERS ASPHALT ADHESIVE AOHESIVE THROUGH SELF -ADHERED F i � FLASHING HEAD R703.4 Flashing. Approved metal flashirg, vinyl flashing seeff-adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING —7 [--SELF-AE)HERED FLASHING—, shingle -fashion or �n ,accordance I,vith the rnan"facturi inStr'UCfiOnS. Metail flashing shall'be corrosion resistant Fluidapp4ecl meirnbrarIes FLANGED WINDOW used as flashing shall be applied in accordance with the manufacturers instructions- All flashing shall be applied in a manner to prevent the ISEE Dii Wi I SCORED entry of water Into the,,vali cavitylor penetratiun of %A/aterto the building structural franiiing Components. RELEASE PAPER Self -adhered membranes used as flashin'- shall comply vith AAMA 7111. All exterior ferestration products shall be sealed at the uncture with SP (WMPF FOILOWS, SCORE F�ADHERED RASHIING, RELEME P�NPLRTO EXPOSE the building wwl with ,I sea�and complyinig with AANIA 80D or,ASTNI C910 Class 25 Grade NS or greater for properjoint expansion and -oved standard as approp�iatefor the type of sealant- Fluid -applied membranes used as EXTEND A MINIMUM 6' contraction, ASTNIC"I 281, AAMA 812, or oth'ier aoot ERTICALLY FPOM Alf.)HESWE AS SHOWN) VE BOTTOM OF flashing in exterior vvalls shall complywith AAMA 7 14. The flashing shall extend to the surface of the exterior wali finish Approved flashings THRESHOw shall be installed at the following locationsi 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall, extend to the surface ofthe exterior waii 103,2 for subsequent drainage. Mecha: iica��,y attached flexib�e flashing s, finish oi- to the viater-resistive barrier complying with Section ` r If shall comply with AAMA 712. Flashing at exterior window and door openmngs shall be installed in accordance with one or more of the E [2 following: 5 1.1 -The fenesU ation nianufacturei's installation and flashing instructions- or for applications not addressed in the fenestration manufact�,�rer`s instructions, in accordance With the fiashing manufacturers Instructions, Where flashiing 4 instructions or det�".,Ii��s are not providel pan flashing Shall be installed at the 5ill of exterior vvindow and door openings. Pan flashing shall. be Sealed or (6 slopea in such a man,ner as to direct water to the surface of the exterior wall finish or to the water resistive barriler for subseqUent (17 drainage. Openings Using pan flashing shall incorporate flashing or protection at the head and sides, 23 11 1.2. In accordance with the flashing desIgn or method of a registered design professional. SELF -ADHERED FLASHING 113 1.3. In accordance with other approved metho ds- 1.4 In accordance wth FMA/AA'N,11A 100, Fil AXIA 200, FPillAANDII 2�50. FNIA/AAMAII WDNIA 300 or FMAJAAMA/WDMA 400, WP05 INSIDE CORNER WP06 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting kips on both sides under stucco copings Ground 3AUnder and at the ends of rinasonry, wood or metal copings and silli 4.4.Cortinl'Lil Sly 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. uilt-in outters. Water Resistant Barrier 7.7.At b ath 1F-ADHERED FLASHING Sheathiling TCH stucco q4 4 HERED FLASHING Foundii WalF. 4 (2 FOUNDATION WEEP SCREED wpots [WP09 STRIP Of SAF DRAINAGE PLANE Wli BOND BREAK WRB SF LATH WRAP DID WR8 ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 1-147INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. 00 NOT SEAL - DRIP SCREED PLASTIC ACCESSORY SOFFIPCANTILEVER LEGEND SELF ADHERED FLASHING (SAF)) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING I LATH PLASTER ACCESSORY SHEATHING,'OSIT, PLYWOOD, DENSGILASS TER STOP 4ACKER Ii NTINUOUS F EALANT OENTITIOUS FINISH, -,TURAL FRAMING 3TURAL SHEATHIll OFSAF IAGE PLANE WRB BREAK WRS Cement P11651(ar In accordance with ASTf,,1C926 over wootl 2nd floor in ac�cos -dance *lh S A 'I MC19426 Felt backed iI 181he in accordarice with AST rAC-063 Building Papf:lr sTheathing metal 0 illee:) Sli Installed As Per Mallufact, Maintain Bottom o4 Weer., -Screed 1 V211 to 211 Above Roo, I Shealhina WEEP SCREED DETAIL SCAI-E: NO'[ TO SCALE 7/8" Cement Plaster in accordance with ASTI fl Felt backed metal lathe in accordance with ASTMI C 1063 Building Paper 716" 0 &B Sheathing Starrioede orsirrl0ar cauk bottom t Only jom Weep Scueed �nsla��ed As Per Manufact. Specs 112" Cerrientitious Decorative Finish Alf inside and Outside corrii will need to be miter cut and caLi all butt joints need to becaulked, using Starnpell or sirn. caulk fop, all JUL A W Assist, Inc. ileted and apprOv 3e 2g2o FBC 7th Edition e Kjahr PX2300 dw 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 8"� ROOF SHEATHING PER PLAN----------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3 =1 -011 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 ---- 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 'Ar=r,,T Tn ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN----------- 3 =1 -011 z 00 HEAD WALL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN-------______ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING — WEEP SCREED 'H 'NG�— COUNTER FLASHING CONT SELF ADHERED U FLASHING TURN 73"UP WA L SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT E H u R I N S I IN 8'� P T B '(M ENT L ROOF UNDERLAYMENT TO LL TURN UP WALL MIN 8" T I 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 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 PER 7PER 10 MANUFACTURER INSTALLATION INSTRUCTIONS 'Z'CLOSURE STANDING SEAM METAL ROOF PER SPECS -------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"----� ROOF SHEATHING NOTE: PER PLANn�� ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS — WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING -------- STARTER STRIP--------, 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"— ROOF SHEATHING co PER PLAN -------------- RAKE WALL ROOF TO WALL WP12 it 1-011 3 =1 TAPE EDGE OF HEAD WALL FLASHING — FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN f STARTER STRIP — 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 ;t 00 'Z'CLOSURE STANDING SEAM METAL 1�7111M I I ROOF PER SPECS --------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8` ROOF SHEATHING PER PLAN RAKE WALL WP14 ROOF TO WALL 3 If= 1 1-011 2� 2 00 HEAD WALL R. HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS� WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING--------_ TAPE EDGE OF COUNTER FLASHING STARTER STRIP ----------- COUNTER FLASHING----_ CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS------,. STEP FLASHING TiO EXTEND MIN 8" BEYOND UNDERLAYMENT--------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN --------- FIBER CEMENT SIDING PER ELEVATIONS — TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8"-----_ STARTER STRIP --------- RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT— FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z'CLOSURE ------- STANDING SEAM METAL ROOF PER SPECS --------- ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLANn!!!!-------� CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A (D WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE _c_— U) —cu SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > c- 0 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED CL AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 6 (D CL CU -0 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 0) T5 �E THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. 9-- :3 ca a) -0 0"-o R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM 0 a) HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 C- 0 WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL Li - Co 0 cu EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE cz 0 > U) UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE E, a) 2 jOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E cu N.02 -400 BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 U) 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 I PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 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 j .1 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 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 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP13 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE I 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: 00 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 1. 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 00 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 FMAIAAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY j 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. RAKE WALL 7.7 AT BUILT-IN GUTTERS. WP15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 2 12023 ."ia q1" Virtual Review Assist, Inc-�- 'Ins Revew completed and approved Ir compliance with the 2020 FEIC 7th Edition gebra Anne Klahr PX2300 cu 0 U-j c/) > 0 cj) C13 00 SHEET NO. WR 2.01 r 0 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 SHEATH:NG PER PLAN-------____ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--------_,,,,,_ WEEP SCREED ------------ HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING------------------ CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR----------, TILE ROOF PER SPECS------,,,, ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN --------- If= 1 1-ni, if =1 1-011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ------- WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING------- CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL --- PT 1X BLOCKING------,, COUNTER FLASHING 00 PAN FLASHING 6" MIN—,___� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING — TILE ROOF PER SPECS---- 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING NOTE: PER PLAN ---------- ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL Ag HEAD WALL : ROOF PER SPECS kYMENT GLE OVER 3E iEATHING N 3E FASCIA HERED WRB TO : OVER WR13 ON :LOW JM BRAKE METAL WRAP �CKER ROD �LANT 'J'MOULDING F BRAKE METAL ON FRAME - 7/8" 3AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE 11 COMPLYING WITH '556, TYPE 1 (TYP) iEATHING PER PLAN RAKE WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA� SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER ST HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING — CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR --------------- TILE ROOF PER SPECS ROOF UNDERLAYMENT TURN UP BLOCKING MIN: ROOF SHEATHING PER PLAN---------- 311= 1 1-011 HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS — SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP — HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASF 111 71NIG — PAN FLASHING 6" MIN -------- ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----____ 2X NAILER SECURELY FASTENED TO DECK--�g 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. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE I 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, ASTMC1 281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1 . 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WI FH 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/AAMAIWDMA 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. JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (D U) > 0 0 0 CU U) (D 0 -M 0 c 0 —0 CU 0 CU, Li- 4- 0 CU > U) a) Cf) E " W -4-0 CZ 0- CU -0 40 C� — -*� U) 1j, 0 Cf) LU Z —j SHEET NO. WP'2.1 E