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HomeMy WebLinkAbout36531 Smithfield Lnl/ ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ -WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT AO = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF ZD STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW ELEV NUMBER A9 -SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <-- ELEV NUMBER 4 A15 --SHEET NUMBER 3 --ARROW SHOWS DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al 3< ---- - SHEET NUMBER 1 -- INT ELEV NUMBER -ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER --ARROW SHOWS DIRECTION OF CUT 1 All - SECTION NUMBER - SHEET NUMBER ---LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS OCT 2 8 2022 \/RA Virtual Review Assist. Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 RECEIVED DEC p 8 2022 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. M N LO - W L '> 0 N U i, I. � �00 A� r/ E = o o t p 2 g O wo O . N V w C) W L p EM O ^ ° CL a N I N O Q 00 00 LO O co W z W O W o! 0 z ¢ w H~ W J Uj2QpZo: Q CK Q U = nM"Roomaz�Q 00 ����inwwFZ-0xW<p a O z �LL o< 66 55ZWZ_20 M 8a o ���9 f i O O Z N OW I- ( Z) ti D F_ M O Q M �IL U�ti I- W CL cy) �- a0 Z CU F- WWJ� C0 mi It 0 00 0 N Ln LO Cr 00V = 0 O N N O N N r O 0 00 - W M O O O �- r r r N N N N N O O O O O O O N N N N N N N M 0 U) W M � O N O r O r N M V r O O O r- W O O O r r 0 0 C O 12 N O O O O O O O r N M 4 6 6 h 0 Q c'V 00 M fV CS LAST PLC DATE Aug. 8, 22 COVER SHEET z W W _ O W z z a z a z W J N 0 Ou ELEV. AT 0'-0" (VERIFY DESIGN FLOOD ELEVATION OF LOT) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN • ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) ULL FL CO ELEV. (-) 0'- 3 1 /2" _ 30'-0" -- —42" X 42" -- A/C PAD L S3 T-11" 4'-0" 5'-4" V-8" '-3 1/4" L. T-8" T-9 3/4" 2'-4" T-0" 7' X 3' A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 (V o O 2 v u� HB B M 13 S3 D L4S3 ❑ — - ❑ I I� -- - 18'-0" U 12'-0" M o z �; > O GG o0 g - - I ❑ io O I S3 FV N ❑ I �o - �W I I- i>g do a' N V% v 0 co 14'-11 3/8" 4'-6" 9'-4 5/8" v I p i I ❑ - - - - —----------- 00 ❑ C.J. - -- -1 1/2" M IaRAIN' `I' I GG 'n 10 r� 4 I S3 � i p co ---- — ❑ 0 5 - I 13 - ❑ I (V t0 J M "O _ v 0 ®) -3 M z 2 0 z o v 10 W.C. II o ❑ OU 9 I IZrll_ O o 11 I 00 13 AJD 2'- 0" 9'-4 3/8" 8'-5" 2'-0" 5'-3" V _ _ 2'-1 5/8" — — — — — — - - o -- C.J. = 0 11 0 N I I I ❑ ❑ K 10 GG o _ -- i in S3 `7 N �I S3 4'-3 7/8" I I ►o � 7 1 1 I a0 (O ' i I I co " Ln � I ❑ 14 N I 8 �❑ N 10'-2 7/8" 0 2'-5f I I CONTROL JOINT CONTROL JOINT oo W.C. z M 13 �_j ELEV. " Jj ❑ ~ �� UU_ ❑ --- F- H ao p z I a I - 0 Iol 00 Cv S3 I ❑ I I I C.J. B L J I ❑_ ❑ z ❑ ❑ ❑ ❑7X-5� ❑ I o I E -, 00 I M ATT-011 V-7" ❑12" SQ CMEN COLUMN I / 3\ S3 0 HB N C.J. �_ o ❑ ❑ N bo :0 C1 L S3 8'-6" 1'-5" 16'-0" 1'-5" 90-6-1 10" 20'-6" 10" -. __.—_... - -- ---- --- - - --- 30'-0" ELEV. (-) 0'- 3 1/ - 2" UU_ n_ C_O 01 FOUNDATION PLAN - ELEVATION A 1 /4rr = 1 r-Orr J S6 A S3 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 0 = 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 1O 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE 5O SINK- KITCHEN REF 7O WASHER 8O W/H O 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 (A) THICKEN EDGE 8" x 8" DP (1) #5 CONT. O I MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY DO MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. FO PAD 24" x 330"" x 16" i #5s 6" O.C. EA. WAY DP OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 00 0 J �r 4� 00 0/1' �n � � W "t. O ED or 0 z Q V) N �O W L c % N °v p M 6 M N U W ` u O 8p p LL v Q , .� w ^` QN C: cO E�2 W L W C3 W p 1- W W Q U Wp2J`ZO��aUOpJO DU' 0JZLL 0zM00H- U O �0Z pWW90ztR000mZ? po_�U5WLU inW,XQ0W_j QO�pWa�Z wpWV�Q o z oFQLL oQ 0 O Z N O� (A O � f ^ ) O a _j �(nLLll� W F- W M Ch Cr 0' 00 Z00 U W W JC:) m CO N N O N N N i e- O 0 00 CO T- 00 qr- O N p N p N — N e- N O O N N N O N O N O N o CV O N /� O N (O O u7 r C10 O M e- , CV O M w OO d , O O O �- Cj " 0 6 0 o NL0 > OC�oo0o0 M LO N t1) CO I` MI r /�� v Z z vim+ W W C0 W (.)r>- U_o�0 0 ce W i.i V l Z W Q W F- M a =MOZ - C( N ('O Z W 00 >.MZW M �ZZu_ pp w N O-1Mz O Q U LD z Z z �a0 U OU o a Z W J N " W LAST PLOT DATE Aug. 8, 22 Z FOUNDATION J PLAN A 30'-0" 13'-3" 11'-1" 5'-8" VILL�y CoI _ .. SH25 3 1/2-1 S3 HID AT T-4" EGRESS 5068 SGD �• _ 2868 00 HB o i BRG WALL FAMILY ROOM 16838" CLG2 BRG OWNER'S SUITE WALL 13 -0 X 15 -11 8'-8" CLG 0 i <O fV N GG S3 7 5/8" 14'-2" 4'-6" #6 5'-6" 410 T-4 3/4" R7 5/8" NOTE: 1'-2" PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 2'_0" TRUSS SYSTEM FOR A 2X8 WALL MAX. AREA OF 1000 S.F. CPT. (PER FBC R302.12) — — — TILE TILE — — — DRAIN 2X6 KN o00 c) WALL OAP 9'_7" X 14'-2" 00 SHWR HD AT 1/2 1_8" CLG REF — & VALVE N ;i I wQ 5 A7 6 WALL z ai ° r — OWNER'S RANGE W/ CAFE I-w O HOOD BATH 2868 `r (L -4 I o L 8 -6 X 14 -2 °° U I GG �¢ 8'-8" CLG "' ii O OO . TB S3 0 0 rill, ---- TILE N = o CPT.LO 00 p 1 N A7 1 LIN. CID A3 PLUMB li - DW N STACK _ WALL bo 7 5/8" T-6" 10" 4'-10" 2'-2" 2'-10" 6-8" 1'-11" T-7" T-4 3/4" 7 5/8" M I W.I.C. ILITY 110000 HANSEN PANTRY �' N A7 4 I BOX DRYER I its PWDR ucO') �= VENT I cn BATH W/S AT I 6" WALL a S3 60" AFF -�2868 F'v BRG 00 — — — — -� — d WALL N D S&R N r r NINE OF °D N R MIN FIRE 4 4" INSULATED W/H -- T FLOOR RATED DR ,fi�fi WALL ABV W/ WEATHER 2X4 STRIP r B.U.0 W/ r 22"x36" - HTT4 AT I ATTIC I PROTECTIVE BTM & L ACCESS BOLLARD (S) 9 AT TOP 4" INSULATED -- -- 8 BRG. WALL 3 --' -- 7 42" H. r- A3 = -- 6 SOUPED TWO CAR GARAGE - 5 WALL g3 19'-3" X 201-0" PT -- -19w, FOYER TILE D I 3 2 1 S3 Up -��— — -----------LINE OF GARAGE IN q I OPEN 1s0-SfiFON— — I TIE BM I HSH 1/2 D AT 74 00 /! I AT 1 V-0" IF 1-it TEMP. GLASS co ao I I a I i HB 1'4" 4'-3" T-11 ' ENTRY I 16070 4 — — — — — 9'_611-SC 51-411 CD NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL 1'-0" 8'-6" 2'-3" 16'-0" 2'4" CALLOUTS & DETAILS 9'-6" 20'-6" 60 ca 10 19 00 -1 30'-0" 00 40at H Q TIE BM AT 10'-0" m 00 W H FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-0" B 36 A S3 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 R-11 F.G ION IN DJACENT ;SPACE R-11 F.G. ION IN R WALLS, JG BEHIND TIN SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45" UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 112" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISFIRS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. rr INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVF.) GARAGE SEPARATION 13-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 2022 \/V\ Virtual Review Assist, In Plans Review completed and a for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 o } ' " 00 00 LID 00 In A?,; l � % < ¢ z W w \ O �\ w � 1 z N a) LO - E o W L 'c M O .M � U co U O u 0 �8 o Q QN Q� L. 00rn 0 � W ZL� Ir ')LLW O U, aa U 1-- )pWVO0 ¢aXJv��0z20° �XZt- aU)OzbRoomzz~ JZO- ¢ ul ul -jOa8zY01-zW01wz 0 a,. 0 Z CN O� to ti (M O Q M L0 ULL ti I-Wa- M 0� a 00 zv< �: Wz J O 0 N N 0 N Il- N 1 0 0 00 CO 00 0 0 0 O CD N N 0 N 0 N 0 N 0 N 0 N M N ob O u7 - o0 O M T r N O M w C) c 4 C3 11 0 0 Co O O � o 6 0 N� 12 �0000000 L -I Nj M d L01 (fl r— CO z z —zO WW WWin Uo_o H0 .� Zw~Q � 000Z < (V V 0 J z 3: 0 <Z0M �zz 00 w ('*'40�2z O U�z� Z =d0 � Z U aU � � M� W � Z A2 z J N " W o O LAST PLOT DATE Aug. 8, 22 Z 0 1 ST & 2ND FLOOR _! PLAN A a STAIR SECTION 1 /2„ = 1'-0„ 10" ,r 1" NOSING (3) 2x12 STRINGER SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 STAIR DETAIL 1 /411 = 1'-0" RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 3 A3 STRUCTURAL SHEATHING — — — 2X8 SYP STUDS SET TIGHT TO ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) SCHEDULE - ALIGN EXT. (S) MSTAM36 STRAP EACH FACE OF SHEATHING W/ STUD ((1) STRAP EACH SIDE) EXT. FACE OF CMU BELOW --- , CENTERED W/ 13) 10d NAILS AND (8) 1/4" X 2 1/4" TITENS INTO GROUT FILLED CMU - 2X8 #2 SYP P.T. BASE PLATE " -� `� STRAPS TO BE ATTACHED DIRECTLY TO CMU SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" _ (� * EMBEDMENT AT 32" O.C. CENTER OF STRAP AT AND 6" FROM EACH END --- T/WALL TYP. U.N.O. SEE PLAN TM/ALL 8" KNOCKOUT COURSE ° _ W/ (1) #5 CONT.-----.___ w f— O SEE FOUNDATION PLAN Z FILLED CELL U) SPACINGFOR 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. OCT 2 B 2M Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i I N N K co 00 LO CO* 00 �'G5 � n P J W 0 Z Q = W L '0 9 U ��G� �u���CO 'C L M S_O p ��0 LL 8 Q W aC'i C 00 E � .0 7W� }L�� V V ° D W w w ~ LLI W J LtJ O Z O= 0 LL 0LL Q Q U - J N 0 V Q >o ZUOZMO C3Inrf9oZoRoomz0ZU -j 0 0 F- C� O O O Z ��a>zUJWOZZLL -j zW wZ 0�-� Oa (A u , a0W 2H� �YZ2Q OQ O�aLL Q 0 O Z W O� cM O z ¢Uic'MLq 14t u— z < F— I� ce) cc)U ZF- W W JQ O J N N O N N I O 0 00 CO 00 N O O 0 0 O 0 N 0 N 0 N 0 N 0 N N N /1 00 L6 � 00 O A T N O M w CT c 1 1 0 1 rn 0 1 o r 1 0 �— r o 0 Z N LO > o 0 0 M 0 IT 0 0 0 LO N LA cfl Il- Cr CO Z Z O 4-0oU) W _Uo-0 O W W 2 IL M -� Z W~a Q = m0Z N g LLJ zZ -j 00 >.2zIx M a.ZZ pp w N O_3Mz �— O a vILZz Z �QZ O Z U OU o � m z z Z w J WC14 O LAST PLOT!DATE Aug. 8, 22 Z 0 J DETAILS i c U 30'-0" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1/411-1-0 CV - 30'-0" Q M M U A1 V-2 1 CJ1A CJ3A CJ5A E rA U-1064# CJ1A CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) lo A4 A3 C BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC IACCESSI' A1A F7 I ICl) I 0 N tf') A2G i CJ1 C2 E2 V-0 5/16" co V4 oe - 3/8' 16'-0" 11 11/16" -10 I i 1 IiVC 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /4„ = 1'-011 SHINGLE ROOF HEEL= 1'-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT/ 12" 12 12 � r 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ 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 H1 DA FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES OCT 2 8 2022 V * Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to de pan Spreader Bar 60 degrees or less IT 2/3 to 112 I Tag line span approx. Tag line span apprax. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. (_ General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR =0-1 ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER -LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :23132 Garfield CCA PROJ/MODEL/ALT 7A2 / 23132A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 201'7 LAN# SCALE N333525R 1 4 "=1' V :e L F L Cq CD ' C "��,r• a20-o ®� to o 00 E:D ' w 2 O 0 w z Q nV) W O u-) - L �0o U 0 M 0 d ♦- "' 4- CO E r� v—Ji >✓ t e� 0 LE. o Q •nVli tea° -�� U W QN W L E� p °- 0 W W w r- WW w OZ� W U U_V_ X-�z DzM UOOQ� J')0~�- OOV� � jI- E-(lW�QOWO0mZ �y p aW EL zpwwW¢O oz�LLO oOQ ?U WO z U_ _jQw w O0 QzzQQ � 4��tt LL a tL >f O Z CV 2 (n ti �L. (MO (h Q � Ui H W M Z U W W JQ O J N N O N ti N r O (7 00 (0 00 r- 0 N 0 N 0 N N N O N O (V O (V O N O N O N Co N /� N C0 O LA r- 00 O M - — N O Cl) O0 0 0 V- e- O O L N LO j 0 0 0 0 � 0 0 0 r- N CO. to (Ll � Cr CO w ZI Z —ZO 0 WWu) 0 Uo�a F_0 6- z W F- a Q F—WpQ �o�w N Z �MzW M 0-ZZLL (,� w N Og2Z < ULnZz Q O . z = U z 0o(L Ug Z W W _j W04 O LAST PLOT DATE >Q Aug. 8, 22 Z O 2ND FLOOR ROOF _I FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 SOFFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/4 if 1 —011 (V o N FALSE FOAM LO ER DETAIL TYP 8 if 1-011 1-4" 1' V-2" 1„— — — — — — — — — — 04 co (o 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND (0 Aw (V DETAIL DCOLUMN PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" . 12 T.O.M. a 15 ROOF SHEATHING (S)A23 E---MTL DRIP EDGE 2X4 SUB -FASCIA •,' 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 A = - PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" 1'-0" J, 1'-0" 1'4' V-0" 11 LEDGER DETAIL ' 1 /4 _ 7- ' 8" TRUSS HEEL CASING BEAD WITH WEEP HOLES OVER FLASHING — ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION A 1 /4It = 1 '-011 12 5I_a 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. — — V-0" 7/8" STUCCO ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF _ CONTROL JOINT ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 4" SCORED STUCCO BAND A/C UNIT AND PAD 1 ST FLOOR FF�— GRADE LINE 3AREAR ELEVATION A — 1 -0 8" TRUSS ELEV AT 18'4" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF Iffm ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF — 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 1'-0" ELEV AT 10'-0" 2ND FLOOR FF 12'-0" 7/8" STUCCO OVER FRAME CONTROL JOINT — MID WALL WEEP SCREED GRADE LINE NRIGHT ELEVATION A 1 /8to = 1'-011 12 51 16-8" 7/8" STUCCO J OVER FRAME CONTROL JOINT--," CONTROL JOINT ELEV AT 8'-8" — — — — — — — — — — T.O.M. A/C UNIT 2'4. MID WALL AND PAD (0 WEEP SCREED M1ELEV AT 0'-0" Wx 1ST FLOOR FF 12 15 mm� o'ilmig�il 5/8" STUCCO OVER MASONRY I- 18'-8" _ 0-- 00 O W ' N = t+ z GRADE LINE LEFT ELEVATION A 1 /8" = 1'-0" 16'-8" 5/8" STUCCO OVER - �MASONRY -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 6-11" T-4" SLOPE OCT Z 8 2022 '-RA Virtual Review Assist. Inc. Plans Review completed and appl for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 15'-9" 0 N 0 Z I g SLOPE 5:12 12 —15 io 2-4- -0 AND P DI I _ ® I I I 17'-0" RIDGE VENT COPE SLOPE I 5.12 5.12 I I I — — — — — — — — — — — — I 6" SLOPE SLOPE < 5:12 5'.12 0 LO T-0" RIDGE VENT 1-0 SLOPE SLOPE 2'-0" 2' 8 -1 5/8 �5:12 5:1� I a I - O �0, y :j: — — 6" SLOPE 5:12 3'-0" 16-6" ::113'-0 41 or 1 ROOF PLAN A 1 /8 — 1 -0 0 N FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS.- 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PGRTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) " RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA / UNIT SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT ..Y1.l�»� > N o y \,` 00 00 s: J M'�• a�,. 00 A, Q '.:;' r���.,,, `b� `Z o W z Nn, 4) NL� E c10a W L 0 0 a vi ff,, V �� M j o 2 8 OMS RQ �6� • N )< LLJ Q N c o E s`. 2 a W ❑w wOt- wl-~ �7< Z W W LLLL Q U < QOJU)O�Q'u)LLU0LJO =ao zof ozm� 0 �_ U' 0 0 acne QZO�OOmZ❑ZZ u5WQ_ cnwwLuv5LLx¢Ow �QQOw �?wZOwUDa U 0 O Z (A L� a0W o�? o Z�Q Q U-Q O eau- O Z N 0� C) F_ M O Q(nMLf U) ti z W LO I-aa- M „Q}QDO I UI- z� W w0 J O A N N O N N 11 0 0 00 0 r ao r 0 N 0 N o N r N r N O o (V 0 N 0 N 0 N 0 N 0 N 0 N N O L6 a0 O A -, N 6M M w O c � v 0 , 0 o o r o r " 0 cfl 0 Z N� u >rN��u;(0� o 0 0 0 0 0 0 L Cr MO Z z _ w owe V > �--+ 0) _Uo-� ~ 0 -0 0- ZWF--`C H� W:)Q N M Z N r=n V Z j III Z' co Ix z0 M cou_ W N � _j Z c) < U�Z(0 Z Q p f z .� OU� o W Q Z Z W W J N W LAST PLOT DATE Aug. 8, 22 z �O EXTERIOR J ELEVATIONS A & ROOF PLAN :R FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-0" LINE OF ROOF MEA n%ni SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1 1-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 410 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED -- 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS Virtual Review Assist. Inc' roved Plans Review completed and app for compliance with the 2020r f 9CPX27t Edition by Oebr ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1 /2" DOOR JAMB DUPLEX OUTLET ih TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z k !- SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 6 3 WAY SWITCH AT 36" -64- 4 WAY SWITCH AT 36" --0 PUSH BUTTON FOR GARAGE DOOR OPENER --� DIMMER SWITCH AT 36" -L� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER }- SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE Q)� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER �8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH ss SMOKE COMBINATION ARBON MONOIXED DETECTOR/ C SMOKE DETECTOR °U-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 24"CLG MNT WRAPPED FLUOR LIGHT 48 —I 48"CLG MNT WRAPPED FLUOR LIGHT 9-m24:R 24" VANITY LIGHTING F77F 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT 0 EXHAUST FAN ZC,ti DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL El INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT On 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. cli N co 00 ►n Co =" 4,0 '<; w O w 0 z a VI `� A, N O N E r (D L 0Ce) is 0 0 m M aq2 co Z 0 u 8 �$ o Q s Uo.0 W L C) � 70a��� °6) w J W Y ZLLI 0Z�Ua Z VXJ0 <Q—i Q �av) �w LL 0pF—j DWz M Jza �22Msw0azYozW�O 00O LL Z 0Oa w°9 �Q —z252VQ ��W oa o 0 o zLLa Lj_Q O Z CN OF_ W J ti O F- M M Q W L0 w ti F--WCLM ce a. 2 r- 00 ZVI�- Z ?� W O J wj N O N i 1l N i O O 00 CO r— 00 r— .O N O N O N N N C)C:) 0 N C:) N O N O N C:) N C)N N 00 A 00 A O cov (D C 0 O 0 A 0 � O- 00 CO N � O O O M� O O In C:)O � N ti L 00 VJ Z Z _ Wv WO WU) 0 U_o_o H0 z d- (L H Q r Qz �m0Q V O J Z N 00 n/ �2ZW M aZz w N Ova2Z �00 � a �QZ Z F_ O Z U U :5 o0 a Z z z w J N N W O C)LAST PLOT DATE Aug. 8, 22 z 1ST & 2ND FLOOR J ELECTRICAL PLAN A 1 1/2" FILLER T-0" 2'-6" 1 1/2" FILLER Li 60 "v D REF SPACE VERIFY W/ MANUFEn / T-3" L 2'-6" KITCHEN 1/2 = 1'-011 4" BACKSPLASH HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 2'-6" T-6" 2'-0" 1" FILLER / 0 HOOD 4" BACKSPLASH--� 19 RANGE KNEE SPACE / 2'-6" T-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER OWNER'S BATH 5 1/2 -1-0 PRE-ENGINEERED WD. TRUSSES AT 24" O ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" Y T.O.M. ELEV AT 0'-0" 1ST FLR FF R-30 INSL 3'-0" 17 21-611 0 1" FILLER SHWR HD -� PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 6 OWNER'S, 1 /2 BATH - 1 -0 UNIT'2382 A & K - BUILDING SECTION 3/16" = 1'-0" DL112 CHEN ISLAND - 1 -0 ii NI I 160 N - a co c� 0? N 60 O ao HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER 01A TH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR L 31 KITCHEN ,� /2 -1-0 TA 172" 2'-9 1/2" (DLA TH #2 1 /2" = 1'-0" ELEV AT 18'-0"141-11 _ T.O.P. ELEV AT 1 V-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ ly 1ST FLOOR FF WIRE SHELF "HANSEN" BOX 220 VOLT r------ -----1 r------ -----! I I I 1 J 1 114 1/2" X 16" I I DRYER VENT 2X6 KNEE i I IRE WALL TOP AT I I I I 34 1/2" I 1 1 I I I I I I I I I I I I I I I I I LOFT 4 LITY ,� 1 UTI/2 PRE-ENGINEERED — — — LRUSSES — — BRG WALL GARAGE 1E OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT '2382 A & K - FRONT SECTION " = 1'-011 3/16 N N 00 ao O 00 Y 0 � ph, P, �7 t 0 Q _ w 0 z 1 nN 4) N 'n. L L .i 0 8 O W co d N Vi _0CY) 0 W % � O L Cn �s O E: 8 0 �C^ �61 (� w QN c CO E `-' W /L co V ^ CL W w F- ~ w J U O Z D: W() W � QLU z)gJ�03 �Ix 60000 JO OZOROOmZzaU < �<- O O O 0wO 6_U5wwWU5WwQO 0.2 a. LL Q~¢OWHU5ZWW��U�Q 00 0 O CIM< O Z N O� U—) f` O z M Q M P LL ti U) H W (LL0 M Q�<00 ZUF-- w W JQ 0 J N N 0 N i ti N O Co c6 co .- 00 e- O N o N o N N N O O N O N O N O N O N O N O N /1/� O N 00 O, LO 00 O M - N O M w O it d 0 - 0 O 0 O O 0 (fl 0 o NU-) >1-NcYi11Tui 0 0 0 Co 0 0 CID 0 r: L 1 CO VJ Z z0 O� W(.)r->- w O (1)0 �_0 — 0 a a V) 0 z0—M Z Of =In0Z F- M Z V Z � J NM W 0 Z M a - LL Z pp w N O-32z O Q U N Z z Z ~ate LL gU O 0 a. W A7J Q z z w W " " I.... C) LAST PLOT DATE Aug. 8, 22 Z 0 INTERIOR _..I ELEVATIONS A & K 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 31 ST. 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, 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 INDIVIDUAL LOADS. INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE GLAZED AREAS INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE rHE 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 CLOSEI 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 0 3, SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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. AC1318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cincrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, FTC, 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. OCT 2 8 2021 RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 sf9'Yw { N l k7� a Co j w 00 �9` J r �.``v 00 L0 0 \ w W � 0 z Q N NL0F CN 0 °u W ` cM ro 0 V �_ M C: W :E Nil-0 �S o Q °N U w (I"q 'N t� C) a I ­_a I.11 W (►) W p LLi aj W O H WoQ aMa W§yzp z Qp- JU) 3: a, Q U U)ri00LL�0 pCJX ZXu_ozm�pt-QQ Wj5z C'100 (n O Z ��LL8 WWO_W zLLpaOXa _ja�OWa Wz, a W Q00W gam, gWp�U 0 z OQ Q g < O Fau_ O O Z N O� O C:) F"- CM M Q 1141) ti L1? F-WCCM G 00 Z U F- W W JQ O d' N N O N hr N 0 O O O O O N O 04 O N O CV O N N N /� C ) N O O Lh ob O M �- N O M w C)0 4, 0 0 0 0 T 0-, c- C) 6 C)C co N '^ 0 > 0 0 ('41 0 M 0 0 U7 0 (61 0 I,: L 141 C 00 V) Z Z -ZO O� W��>- W to W O V��a F- 0 Q. ^ 3.L �//�� V J O W H a H Q z� H � ~mOZ oO W N Z 00 0 M iLL 2 Z w z z 00 W N OS2z C:)Q U`nZz Z F- Z 0 � aU 0 W Z SNOJ Q Z z W N N CD 04 O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAtJOND-MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1'.2" LCNG 13 4"-1" CROWN) ' ',i SHEATHING I ri:•� I l I I 16GAx1-1 2" LONG (3.4'"-1" STAPLES icv 6" O.C.'vERT BETWEEN ti �'- STUDS (NOTED THUS:-1^OFFCROWN) STAPLES ra 6" S=T I I I t l 1 O.C. ti/ERT INTO STUDS STAPLES BETWEEN STUD -AS SHOWN �% NOTED THUS:-j METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = Vi *DETAIL EXCEEDS THE REQUIREMENT$ FOR FBCR 703.7." 'LATE-!' *ONLY APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H Mel STUB -OUT FOR GAS METER O 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13"1 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16"1 (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19"1 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 15/32" CDX m a PLYWOOD OR c7 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + t FILL CELLS r STD. 90° HOOK BOND BEAM W .. .... `t Ir STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. ........... FROM CFOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR RE '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 STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" mir. 2" max - � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. ----- - Under 2nd floor Coh imn w/ 1n 1r N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squasll blocks and require additional wall or beam below." consideration. Check local building code for appropriate 1/16" Zor-20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Oil) nails at 6" inr. `' Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 7-3 6", A 1 2" ROUND HOLE MAY 6„ 6", DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN tYz" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 1 1 12 13 Rectangular Hole Side (in) 2 3 5 6_ 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1"' V-2" V-2" V-3"" V-3" V-7" 1'-11" 2=1� 2--9" 3'-2„ 3'-7,, 12 V-0" V-1" Vi V-2" 1"-3" 1"1 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5"-4" 16 V-0" V-1" V-2" 1'-2" V-7'" 2'-5" T-2" 3'-10" 4'_9" 5'-7" 6'-4"" T-2" 20 1'-0" V-1" V-2" 1'-2" 2'-0"" 3'-0" 4'-0" IT-1 0" 5'-11" W-11" 7'-11" 8'-11" 24 1'-0" 1'- 1 " V-2" V-W 2'-5" 3'-7" 4%9" 5'-10" T 2" $' 4" 9' 6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install fight to top flange. Joist y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"1 gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet ' height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000sR BCI65il 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) " NAILS T R TRUSS 'OP PLATE l� TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR °• a . • .; . • FOUNDATION INFO a STEM FOUNDATION GRADE REINF. SEE PLAN —...I I I- rvu i mrlx 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF ° SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION � v 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 1=III—III- I I 1 I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. a PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION i � —\e • � • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS V G SCALE: N.T.S.------� . d I I TI 1 Ij=j jI I I=11 `� ,Q 1 K 11 1=I I I: OCT 2 8 ZOZZ°� - - - SEE FND. PLN. SIZE & REINF. \/RA Virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 { N f� co 0 L , 'li I 'OS a �A,,� w .4 O -i W w 0 z a 0 N u0 N E W 6M o _cM � Ili � � `Ah i '0 u o s• C3 .N Y uJ QN , 6. 00 V a v w Of LU w w Q W J o'1Q,4 wzW Z Q�-JCO0 U_VO0JO Q Q H 0 C) I_ 0 <C3X ZXI�0Z20a a ofWOZOLu00mZZ U d>zYQZLu zLLOO O�ii C� (f) Z JV' W ¢~w in—_�W M0�¢ 0LL Q o 0 o ��qa LL 11 0 Z N O� anti Ifl�CMO � (10 W < Ln of a- M z Q. T11 Q >- Q 00 Z U F- Z W Wo J 0 It N O CV I` N 0 O 00 CD ao CD N C) N C) N •— N .— N C)O N O N O N C) N C) N CD N C) N M N O ��- O O A �- � N 0 M w C)0 4- 0 � C) CD e- � O CD CD 1 4 N,^ w J > O O N O cM C] O to O Ct, O 1`­ 00 �/� vJ Z Z —ZO 0-6_0111 WUr> wWa) O vo�� F—O�a a CC W LO (!7 z ZXliz w ii a t. < Q =mOZ H_W (INz V O � tz J M w }Irk Of M a Z Z Z u- 00 N 0a w O Z Q Z Z Sao U U a Oo c a Z SN1I Z z W N N O LAST PLOT DATE > Aug. 8, 22 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 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 SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. = SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER ON FLOOR 8" C.M.U. TYPICAL A PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER zz STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. M 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 v ° D - Z 00 2 D 0? 6 MIL VAPOR D BARRIER _ ; • r 4 �•� I iv COMP. SOIL. e (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTORJ. 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1' 4" (1 STORY) STD. 90 NOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z SEE A/S3 OR J/S6—'-I I I IMI i I li i FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @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 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° D. C IT ILA r 8„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r- r'I ELEV. 0'-0" _J !L e A.F.F. 0 Q. ° < e e. . .° a .. ELEV.-0'-3112" ° 4 ...d-.. ° a °a °' ° 0 °° 4 2x4 CONT. �°• ° ,.... ° '.°° A.F.F. 0 . e° a e 4 d x ° e Q° O °' °... ° G N a GARAGE DEPTH VARIES e GARAGE SLAB AT STEP K"13 3 SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS �, TYP.2x P.T. PLATE ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN o 00 FOR CLARITY ° R D' .frfj j=jII 1TI}—�1T(7=T1Tf�=T� L1 I I I —II I —III- z o. o P -1Tf 1Tf �IT—lTf Ti�f�l 2 NOTE: g' ° D I I-1 I —I W�=1TI=Ti= N "'FOR BEARING WALL I —III —III —III M= � T W/ UPLIFT ONLYIW� ITI I I II I I CI I f��ff�Tf TIC II I( I I I II I III I 11 l— Z� =7T- I�=iTf=jj�(�-1T I I-1TfTI-1T7 TTT 'Tf i i f''-'iTr FRAME WALL TO C.M.U. WALL CONNECTION_ rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH 4" ° ° e 00 S3 1/2" OR 7/16" OSS MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E D. D r fh TTL� 6 MIL VAPOR BARRIER I N - 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR �3 1/2" MIN. b n' 00 6 a A 0 1z D P ' TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH `31/2"(min. -4" II1 1II=II —II II1=�1- 111= I'' I I. III=11.J.1 ll1=--1T1—ll III —III 1 (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP (cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (8"OR 1/2" HIGH STRENGTH — 1.N.0.) (OR %" GYP. TYPE "X" @ iARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10" "J" BOLT @ 24" O.C. w/ x3/16" PLATE WASHER (TYP.) - 4LT: 1/2"x12" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR b 24" O.C.) SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —_INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 00 i F---rr1-iR'=m— D =1 1-111= 31/2"(min.) - 4"=111= I I_ =1 I I I I I-1 I —I I —I I I- . =1 [—::-:I i1 I 11-LI=1 I I -•I 11=1 I I III —III '' (2) #5 CONT. 4„ I_„III=,111�1_„I I I,;,I U.N.O. MIN. APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 00 1 #5 REINFORCING BAR R 1 7/8 --� 1�Tri'�'TTT'�T ifR I AP SPI IrF= COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM— D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. v GRADE ° _ III I11 III _ -(1) #5 REBAR w/ OPT. I I I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" %O.H.D. RECESS v Y M x • .r — '4„ I r SEE A/S3 OR J/S6 T I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 0� CONCRETE NAILS W 1 1/2"' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) tSHKKItK 1/2" GYP. BD. HOLD GYP. BD. 1 MD Cpn\I QI AD rnl.lro�rr INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE —1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN i CONT. BEAD SEALANT E 6x6W1.4xW1.4 c� ' WWF OR FIBERMESH ) C, REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 d 2x4 P.T. PLATE in6" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR z (n O w jr > > w J W o W W •n v in TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D re ° ' 1=111 I I I Y-01 o (2) #5 CONT. =1 I 1=1 I I ON 3" CHAIRS (TYP.) 8„ 1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N x WWF OR FIBERMESH 01 I —=II�I—I=II—' r E� TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 .,) VARIES 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° —� Cl) <00 ° I I-1 11-1 11-1 ICI I m "' N 1 d 1111 II —III- SEE A/S3/J/S6 --41 II , ,I 1=1�� I , ,� 18„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL �. EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 z GRADFd M 0 I I ° °• I-1 I I-1 I �I I �I' z W C)1=1 I I —I I 11=1 I I —I 11=1 f� W o w uwi ��1j=j1�1II� z o I� =III= 4 :. a °•d ih K ' L �I — �=I I = I — —� FOOTING w 11 I I I TI I=1 I I-11 �I I III-1 I I —I 11- U PAD REINFORCEMENT ' -III—III—I—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 OCT\/RA Z 6 ZOZ2 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition, by Debra Anne Klahr PX2300 s: pp {S L gyam^++,, N t T 00 ao • ' o CD 00 Ls 5 in r- A a W f - O W W 0 z a L W .- `0 o U N V �_ w •N W O� ykQ aV i o EN c a 0 L1j ow vi WOE- W~ Q o�-, of� Y Zr z (� LLI Q Q U �OX��O�<��LLU00'� JO Q� zU_iL_Z�_j0 -¢� U � 1= O Z at��9oZoWoomZz ��aa��zYOZ_z�pW0a U) 0 ¢�wO2�0) gw6 Yz OQ 0~Qw Q�Q i O CNI Z W O� (n O aJ � � LL W � F- C'M a�Q°° Z C) I— Z W WO J � J N N O N ti N 0 00 O O N O N O CV O N O N O N O Ni /�/1 07 N 00 OO u7 00 O M - N M w O0 d 0 O 0 p e- p e- O cD O N1^ L, a) > p o N 0 M 0 'I 0 LO 0 CO 0 t- CO�/'� VJ Z z O WWCn _ O vo�Q �—O�a OwF-a LO -0(n Z� H Q H � Z /�000LU V O J Z M w 5. } 2 2 Z W M 0- Z Z ur 00 LU N O g g z >_ CD < UDzz z Sao Z U a OU o m W z J Uj O " LAST PLOT DATE >O Aug. 8, 22 Z O STRUCTURAL — J DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER 2x HEADER TO SIT CONNECTION �(2) FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE —� ---2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" U.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 �TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO �I TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) �— ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS L GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1FOR CONCRETE PLACEMENT 7 Wmff�__4I"®■ alail � . ••• •- . -. • • .. •. • 17 ■■ `I ■■III MEN Milli MINE ■■III lii■■ MINE ■■III ���■■ Milli WINE ■■I�� III■■ milli Illlm NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK 6CALL: N. I.S. e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL ° A': ° a DOORSTOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK-----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK"'� SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER IMP N P w () `—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR 4 • INTERIOR HEADER: 2x6 WALL, USE SP8 S (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. SAa SIMPSON SP4 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 BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 112" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 2X STUDS @ 24" O.C. A i - V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 �01 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48,, SPLICE STAGGERED . ' 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc C ( P.T. ATE owirou,4 or4 SP2 SIMPSON IT SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS RECESS LINTEL -NAILED INTO TRANSOM FRAMING SP4 --J- M 4 I R_ I 1-, a 2X8IP.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 -, SP2 -1 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U v? a 2x TOP PLATE V2-16d U) NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" AGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R, I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /- 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. — STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. NAILED INTO � TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING SEE SECTION AA/S1 AND & 8" O/C FIELD S4 BB/Si FOR ADDITIONAL DETAILS S . SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING RECESS /� SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL / SP4 MAX. (MIN. (2) PER BOTTOM PLATE) 4 IL ALTERNATE: o °d d. 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. D - - FRAMING DETAILS ABOVE ENTRY rR­'� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) 04 iiy00 p IV ' r•y�C ,'00 • U) 74 w z Q U) O u0 E 0 o a} �Mco V 5 to V -0 - 1 C Z) 0 2 0 U- o �s u6-o (D -k •^N` U W QN c W C) L a a W aL ( WOF- Wes¢ ��� �QYzo_ Z x J ZLL �Ozmo,�- < Q OO ?C3 F- U)Wa>ZWWI.— Woo a 0 Z a W O W H- Z W W p 2 U 4 OQ o 0 0¢ezg< >t O Z W 0� (n O 1.-7 CM O a%Ff_ L0 U) LL 1 z if (M >- O Z 0 Wz� W C:)J O J 04 N 0 N n N 0 0 06 CO CO O N O N CD N N N C)o CV 0 CV 0 CV 0 N 0 CV 0 N 0 CV /� CA O LO `� O O M .- NM O w C) �t C) 0 0 o o 0 (6 0 0 NIn N > O O NCY) O O O u;co� O O I 00 Z z O C)�"• _ W� WWI > 0 vo�o �O�0- .Q rr^^ V 1 z z (L Of X Q I.-0: m 0 Z N /~� V z J Z 00 Z� M 0- Z Z u_ 00 W N O�2z O Q rn Z z Z QO U o0 U a W Q Z z W J W N N CD LAST PLOT DATE >CD 0 0 Aug. 8, 22 Z O STRUCTURAL — —I DETAILS SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 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 g" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 45° t 2x4 CROSS BRACES APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS • • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 7- ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION LAYi1019 13&i*� 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2) 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH 1 EXT. WALL CONN. NON - LOAD BEARI G LOCATIONrD SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-01, S5 ADDITIONAL INFORMATION. 11NIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 7"YA" MIN OFF M/_qF CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9° SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , 2x4 CROSS BRACE WEB LENGTH & NOTCH AT • APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 10d & FROM LEDGER TO (2)10d TOE NAILS @ EA. BLOCKING END 7 GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS)o MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM i SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - 10dx3" @ 4" 0/C MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. I G SEE SCHEDULE - [RSH] - ON FRAM NG SHEET FOR SHEATHIN AND FASTENERS. (MIN. FIRST 4 BAYS) " SEE STRUCTURAL NOTES AND NAILING ro ;o ;0 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 " (2) 16d NAILS 00 00 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE li�NAILS @ EA. END (2) 2" x4" 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 FI 48" O/C FOR THE (2) 16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST ROWS OF • E TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 TOENAIL (2)16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCh_-DULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 112" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1O/S6 rWOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU 2x4'7 ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS =: SECTION K"9 SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C M\-MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) VSTUDS @ 16" O.C. SCALE: 3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS 117 TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LM hq - 11 0 1 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(� L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION - OCT 2 8 2022 -E Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION DS @ 16" O.C. N N O N y OF 000 R�,�" !pj J nn o 00 y a Lo \ _ Q ',tom Z 0 —i w x 0 z Q C 0 W o AMC 4- +� M M N V -070- C E r o 2 8 _: _O 0�8 m¢ tad^5. W 0 •^N^,, V OD E CL W W W a LLj C W�Q ofc+:J aOg J¢0-, :xQU_000_j0 W H Of zof z Q () �OR"00' aw°W�ozowO°�mm� v7 v� 0zmo,F-Q F- �n 7 U) 0O z a w w a~W�W<�zWwo�°off Cr LL 00� O 0YZQQ QLL U_a 0 E 1 O Z N � W J ti M O M I*-- 1 J U) 2 QW<Un H of IZ ch Q } Q O Z U Z� W J wmi O N N 0 N ti N 0 0 o6 c0 00 O N o N o N N N O o N N N o N N N N N O N o N /�/1 N 00 CD� In o0 p M � •' O w O0 'I 'r- 0 p 0 O v- O .- 0 0 Z Lo(D �1 J > o 0 0 0 0 0 0 N M ct' LO CO P- U 1 0- 00 v) Z Z O O � 0wU) O Uo�o 1.— a O-0 L� � Owti-¢ XWM p Zx Q �m0Z V (V z -W.1 Z 00 < W 0 M Z Z u- pp w N O� Ik- z O Q U(1) Z z z �QO Z U g OU O W Q Z Z z w W N " O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD " _ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 ('-B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �PER PLAN p OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c v I.11E—fil I_II �LI ,. 6x6W1.4xW1.4 I IIIII I —I a ° III— I d WWF OR FIBERMESH =TT I I STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w a_ EACH FILL CELL TYPICAL o_ AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ISH GRADE o0 \—STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR -1 (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTIONri SCALE:3!4"=1'-0" S6 OP C Z g SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 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) 10d x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL �t\ SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T"AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS FRAMING r-kiSEE WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. ZX J I UUS (CV I 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE:1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH Nrmi�= A d/4,11 e.d`II �, .. 11�1= -III=ljl 11 II I II II I II i IJ in 1- C #5 CONT. ON 3" 8" Il 1'_8" 8" CHAIRW/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D SECTION X•X IF NOT FULL rHEIGHT SHEET- COC Z G FLOOR SYST M 3F7— (2)- 2x TOP PLATE BEYOND ins MW WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" —15132" OSB EXPOSURE 1 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END SHEATHING w o JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT = Uj J PENETRATE SURFACE MORE THANy'. SOLID 2x BLOCKING @ ALL n SHEATHING N OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL EDGES (SEE © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL SECTION X-X O © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMC a v U_= EE W O W @ NAIL. INTERIOR AT 6" O.C. wl 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL -2x STUDS w J w ' W O PLYWOOD SPLICES @ LIEADER - NAIL SHEATHING TO HEADER F BEYOND. > C O N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. SEE PLAN O Q (rPoou) Z N w F @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W ¢ O MEMBER IF GABLE END LL NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 13 1" X 2 1/2' "--2x4 P.T. BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". 2x RIBBON OR VERTICAL BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSFLM %AiAI i r1 r%iA•ri^ki MIAnnAAA SPA S 3/4' SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. LND. NAIL FLITCH PLATE TO VER I ICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SOFA �OGIi �N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 OAFN�R�OR Nc 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 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#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE IIIIII—II n _ III —III —I I I I I d a s IIIIIIIIIIIIIIII a II1II—III III . ; I I d • II (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 O Z f OCT 2 8 M2 V7 At Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (V N CD F N 00 /."4. ' �'0/y . • ♦ r,. I00 n lt 'w� ' y , a y?5 ^' � w i C 0 Z a ^N` a) LO o C)�0 d t'C) 000 V -� u cC' C:(D '� t 2 �/ Z) 0 C) 2 O U- o m Q t U .N V LU a�# � V ^ CL (D W W (� W 0 L LU WF- IYg_j of zIx z CC:�_�03:w u-UO,0JO Q U Q � <0x zW ozm�°�Q� (U)W90z0W00(n z 0 C1' OO O Z �Ooa>zYOZzzowc �QwO�N-U) Mwa�Q O Z CA O� O 0 CM M Q Lo LL z E- C7 00 ZV< W W J0 0 CD q' N N O N 1 P` N CD 0 00 CD — 00 T-- CD N 0 N C) N N N O o N O N O N O CV O N O N O N 0) 00 IA OC co � O w"qr C)0 C r-' 0 O 0 O O .— C)O N1^ L J a)o > r- . N . eY) 0 0 U-) 0 Cfl 0 t-- 41, CO�^ vJ Z Z -ZO O}' WU_�' W W U) O Uo1zQ OW i.i VJ Z Ha Q W a Q cLo0Z r 2 Z fV /2 V z J �2Zo o M �ZZ 00 N OUa2w >_ �ZZ ¢ Z FQC) 0 IN Z U U a 0 oCL m x a Z S6 z z w W N0 N CINI O LAST PLOT DATE 0 Aug. 8, 22 Z O STRUCTURAL — .J DETAILS -MONO 1/4" MAXir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL II DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER � TO PRODUCT P.T TO PRODUCT APPROVAL FOR CONN. ii APPROVAL FOR CONN. 1x4 P.T. ix4 3-1/4" LONG X 3/16"0 FURRING3/16"0 X 3" LONG FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" 1 x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. -� /2n DETAIL DOOR JAMB (REFER 1x4 11Z Urc i vv„LL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT DIST. PRODUCTAPPROVAL APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"TO FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACHTAPCON *2"EDGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRII 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 STAGGERED @ 12" O.C. 1_1 /d" IIPTA 11 2x DETAIL 2 1 / ETA BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR2 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 WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2-4- 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN11 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW --------- CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS JL_EQUAL EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBi (TYP.) STD. 90' HOOK (1 +5A NOTCH 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 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS rk 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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. :;: ; '•i'",s' '' ::' .. '';:'.> :; :i'' -'= 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " REINFORCING PANEL `r''�'` SMOOTH. DO NO FURROW. ' - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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— V TRUSS COMPANY OR 2x4 011 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN / / 2 / 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'/z' 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 L SCALE: 3/4" = 1'-0" SS (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 6'-0" F.F. I-. IP o � III=III—I - =1II�I��— II—IIIIII- ° GRADE c. t I 11= ° M � . z N •D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) THE :S I IAIAnl%CDTADI C IAIQTAI I -rinki FILLED CELL INSTALLATION rW� SCALE: N.T.S. �;. SE ARCH PLAN AND PRE-FNi TRUSS C:=:;IGN SFr 1`40TE 1 HF' (:HMV {01 r ;-- 2x Sl - - ALUN ERG WALL TYPE -1- I � �'r- ALUM V'-R PLAN I - 1 314" L SS N/- F �HANNF , -4­• 'ENECa PER I DIA , NOTF ^ RFI OW I 1v L_:I_;NT VENTEC, C:R I T C(20 NAILED TO - 2x BL _ CKING NAILE= 'O TCI Ri_DCKIW-; .a12-12U PL'.ILS ('") CH! 'L'D EVERY OTHFP TRU w+ 12d NAILS TYP. C.) 1. t IBU'I_'ERTU C=IFYIPRC:'.ICtESOFFIT ':1ATERIAL`iF'ANfAPACII ;1N THE L)Lt;IGN PHL�-SURES ',F'ECIFIED Ft_:P COMPONEN IS AND GL LISTED IN THE DE SIGN CRI-ERIA ON SHEET SN. FOR. )FFIT A']ACHMENI AT WALL (PFR ALPHA ALUM INC F. ;; 165 - PRODUCT APPROVAL) F CHANNEL FA TTENED T,,>. CMU v,; T NAIL ,0 :7" DIA..aca"-• 24" O.C. W 5tr.,' MIN. EMBEDMENT W,_rD w/ (31 16 �3A. 30"x 114" CRO%"v''N STAPLES +cD 24" MAX. 0 C. Ir1 P4TTERN St IH FASCIA wr 16 GA ;`1r4' x 1J4` CR0VvIN STAPI EAC H Gk /Uti ` F(� STRUCTURAL SOFFIT S" .;GALE: 31 -,'0" i" 'i FORALL11AINUM SOFFITS WI c .iEV. 09 2:' :X21 1'4", INS I I,LL MID SPAN BLOC -- HF SOFF I I FI.. PA INwnT -%[. I ATIC I ! REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET+ �. 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. k (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + OTy PLYWOOD SHEATHING + BLOCKING AS + 7 REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP .. a EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI- MSTAM STRAP SCAT F• 3/d CCC CUCCT n ) AKIn 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFITWALLOVERHANG DETAIL (NT QOVERHANGS BETWEEN 3QS NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5'-0" I FINISH FLO °. A> >'D #5 BAR x p 10" ° u , 4 CENTERED W/ g a IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING I —I I D SIZE AND REINF. PER PLAN AND SECTION DETAILS I Ii e CLEAN FILL DIRT z STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL 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 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. OCT a 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance eKlahro vy73FBC bEdition by Debra Anne N N 0 N 00 .` OF F U')00 o to a z w z Q (N W > O � 0 W C `O C)U !� M d N V D �� M Q% � u p L o NR U .N Sa • ■ w QN C V 00 E co V ^ a N''W o � W 0 LU QHQ C LU -A � YZW Z Q�x_j (1) �QDOJO Q Q i- �� LLLL—ZOJ ('1 ��OZOd'OOaa0Z 03WawinwWWin�TQ0W_j I--QQ U 0 � � Z LL ¢�WpgtYQ-Qzzu ODWOpQ o(r o LL Q O <LL. LL i O Z N 0� D) J (0 p I.-: o Q�c''ML0 Ln i-0acyi Z U ~ Z W Wo J O m NCO v N N O N In N O i� O cD r- o0 0 0 0 �- C)O N O N O N O N O N C)O N N /� CV 00 O to - W O M � N O CM w C) CD , 0 & 0 o .— o r- " 0 6 0 .7 N'^ Y , � O - O NJ O col CD ­tj L0 O CO 0 r-- 1 C CO Z Z O o� LL.I 0 W rn w_ U 4--r 0 V��a Zwlz Q — Q =MOZ N rn V j Z 3:J M �ZZ Mzx LL 00 W N �aIw O Q Cn Z z z Z �Qo U � O O_ m Q Z Z z J W N O O LAST PLOT DATE Aug. 8, 22 Z 0 STRU1,1-TURAL — J DETAILS—RETR0 FIT SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. VVMLL 3YP CUT TO FIT aRS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" is I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL T04� x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED 0 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS v9 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLU D NAILED I SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NA LED-\ 3/4 PLYA ON DECk x8 SYF AND N/ FRAMII` 2x4 DRAF STOP 2x4 BLOCP D FT S P 11 T I DR FT S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO G' STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGEP, POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H E SECTION VIEW H SCALE: " = 1'-0" SCALE: 2' = V-0" SCALE: 1" = V-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 c PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 4" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 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 SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / --J---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 J" TAPCONS @ MAX. 32" U.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C11 FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTi OF NEWEL POSI PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /'-XIM UUIV0 1 MUU I IUIV Ur. I /rAILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2) PSON M 10dx1 u :L POST LET INTO CLOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES R 3 ECTION VIEW "H" SCALE: 1" = V-0" OCT 2 8 2022 \fRl\ virtual Review Assist. Inc. flans Review completed and approved bf compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 N N N 00 00 Ltd J .Y W w o r .q W Z a C W L 0 4 U t� CIO CO cq d tn M �� f to V -Q -0 - A, 0 t W � u O O U- O G Q � Q o 0 • .L W ^, Q N W i 0 E� 70 0 h11° W (D W w O~ wm WWJ QQ -j0 W0JaOxm0O0f" Ly C) 4 QZ Zj QZm �=�(cnLQ Q itan9OO200mZ�90 w0zwa—wZww—WmaoWJ -1<W�zO�(6<WW ¢ LL 0W o 0D QZj �a O ►-¢LL >t O Z W OF- > o ��CMO aJ � 2U)L� lO C'i Z 0 z� W Wo J 0 J N N O N N i O 0 CO �- 00 O O O �- O O N O N O N O N O N O N O N o0 Cn 00 A 1 O O o N� U J O O N CD Ci O ,-t O V7 O Co. O 1` 1 00 vJ Z Z O O owin O vo>o _ 1-0>'aa ii V J Ow xW H Q 0 ZWI.- of t� =MOZ tz N �+zjJ MZXM Q-ZZ ap w N OJ<z O Q U U)Z CK■ Z Z z Ta0 U U 0 _o m Q z Z Z w J WST N N0 0 LAST PLOT DATE Aug. 8, 22 z 0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU CF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.D4 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE BF32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads CRfti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8.OB 8F12-0B 8F16-0B 8F20-0B 8F240B 8F28-OB 8F28.1B BF`32-0B - 8F32-iP 8F8-1B_ 3069 8F12-1B 8F16.1B 8F20-18 8F24.18 T-10" (34") PRECAST 2231 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 _8974 8054 9502 10951 3069 4605 6113 1 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 5'-4" (64") PRECAST 1599 1969 2110 2931 3753 57 46 _ 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 1217 1349 1663 1438 1999 2560 3123 3686 4249 3090 5365 17547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST _ 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681_ 8461 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 _(37) 6390 _t471 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 1838 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 1 710 1250 1733 2058 2320 2513 17'-4"NR " (208") PRESTRESSED N.R. NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 1716 235 420 750 1037 1282 1515 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR_ NR _598 _ NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR129 250 450 _NR_ 654 884 1 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4Cmm-4'ftq" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB BRF18-0B F22-08 RF26-06 RF30-08 8RF6.18 8RF10-1B 8RF14-IB 8RF18-1B 8RF22-18 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 756_7 10893 1891 3699 5206 6639 8060 9479 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 T-10" (70") PRECAST _ 810 859 1653 1600 2124 2649 3174 3700 8706 19 1113 2342 4242 6639 -(10 8060 39 7402 19 6'-8" (80") PRECAST 797 901 1825 3120 15048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 9'-8" (116") PRECAST 669 411 755 1490 2459 3776 5743 7239 5623 755 - 1_490 ----- 2459 ------ 3776 5743 8998 19 10893 '48 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED 11-LINTELS 4^Wr'*"m "� • � SAFE LOAD PLF __ 8U8 8F8 REINF. CMU* TYPE LENGTH 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 5'-10" (70") PRECAST 411 411 339 734 340 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 402 152 135 12'-0" (144") PRECAST 244 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 284 98 89 14'-6" (176") PRESTRESSED N.R. 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 125 5t 21'-4" (256") PRESTRESSED N.R. 42' 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAS'i w/ 2" RECESS DOOR U-LINTELS C^"-4^q . SAFE LOAD PLF LENGTH TYPE 8RU6- 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 788 687 510 6'-8" (80") PRECAST 595 7-6" (90") PRECAST 9'-8" (116") PRECAST 509 370 674 393 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4C^mr-4~m SAFE LOAD - POUNDS PER LINEAR FOOT 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F281T 8F321T TYPE LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T BF24-2T 8F28-2T BF32-2T T-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3_173 4460 5747 7034 8321 _ 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 3079 4569 3966 5591 6613 7636 4'-0" (48") PRECAST _ 4'-6" (54") PRECAST 1363 2192 4853 5740 6627 1363 1207 2192 3079 2724 3966 4853 5740 6627 1940 3508 4292 1 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 1880 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 2419 2959 3498 4038 835 1340 _ 88 10 _ _ 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039(10).3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 -914(15 1183 1705 118515 2084 2463 2842 10'-6" (126") PRECAST -------- ----- 11'-4" (136") PRECAST 530 552 1458 15 1732 15 2007 15 530 686 1526 186_5 1212 15 2204 1510 15 2544 1749 15 474 485 MIN 1034_ (15 1 1422 494 599 1028 1738 2053 12369 _ 12'-0" (144") PRECAST _ 470 9 441 723 14 936 14 1151 15 1366 15 1582 (15 2247 470 543 928 1349 1649 1948 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 (14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723(14'_887 (14 1052-(14 1218 (14 1954 7 410 420 709_ 519 13 1050 1434 8 1694 (81 _ 14'-8" (176") PRESTRESSED - 15' 4" (184") PRESTRESSED 239 323 671 13 823 13 976 14 1129 14 246 1 390 655 968 626 13 1324_� 767 13 1625 jl 1874 1 224 302 485 13 909 13 1052 13 230 __ 364 255 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 404 12 520 12 637 12 754 12 872 12 192 303 500 341 1 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 446 1 546 12 646 12 746 12 166 261 424 616 393 1 831 B 1057 14 i225 14 21'-4" (256") PRESTRESSED 142 198 230 306 (1 480 1 567 1 654 1 142 369 531 713 (7) _ 903__ (13 _1046 (13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 (10) 681 (7) _545 _(1- 861(13 629. 1 991 13 137 221 354 508 24'-0" (288") PRESTRESSED 124 175 267 10 341 (10) 416 (10) 491 (10) 566 10) 124 1 200 316 450 600 (7)1 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAiT-4mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RFfr1T 8RF10IT BRF141T BRF181T BRF221T 8RF261T 8RF301T 8RF30 2T 8RF6-2T 8RF10.2T 8RF14.2T 8RF18 2T 8RF22 2T 8RF26 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 _ 5'-10" (70") PRECAST 675 1301 1960 2618 3277 3935 4594 1301 1960 1900 2618_ 2538 3277 3935 4594 _675 655 1262 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 1651 2204 2758 3312 386_5 570 1097 _ 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1 1952 12442 1 2931 1 3421 9'-8" (116") PRECAST 395 395 _49_1 589 1 931 12 1301 15 1640 15 1980 15 2322 16 1135 1 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 CG CG] C ) CG) U UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 O OCT 2 8 2VU Virtual Review Assist. Inc. Review completed and apprV diance with the 2020 FBC Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS r_ 0 .. e c c � o 8F16-1B/1T 8RF14-1B/0T Go O G r. 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR ,^ BAR IN EACH ALL GROUT FILLED <, <� *1 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR 4\ 0 - C.M.U. a� u w #5 REBAR AT o � x Z " BOTTOM MIN. (1) Q� U m� REQ'D z o w � U/ / 16 GAUGE POWERS �- i a STEEL BOXED u' 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 IONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q J _ - C.M.U. Q �w - b0 z = - - - _ GROUT `�° �! Ln #5 REBAR AT BOTTOM c OF LINTEL CAVITY o � ---- BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-16/1T NOMINAL WIDTH-1 NOMINAL OF #5 OMINAL HEIGHT REBAR Al TOP N N ,:. O 00 {�, h i 00 J Dpyq , o � ` v ' 00 �. ,:j @ , * --- � • , `� ram.. V W O W 0 Z Q V) N t N E V! L U mo M CC!ai _� } H M N V C1 ao u 40 a .0 2o G► �co � S .� �•� p E:S o Q i• ° a •N � ■ LU QN (� L O E (/W OW O u W w W -zH U� =cn�LL _joZw00-j0Q O00 O � �wOOWOOmO? �ozYOzzu-o n ZF UpqZ /) LL I-LLJ W p U Q 0W Y 0W 0 O= < QQH- LL i 0 ZW 0E- 55 ::) r-_ IDMO Q (M M w ti z F-Wa-M lr a- -- >. Z U ~ z 3: WW J0 O J N N O N ti N O O 00 (D 00 O N O N O N r' N �- N CDC) N O N O N O N O N O (V O N M N O, O N M w O c 0 0 0) CS 0 0 ' O N L ,^ J N 0 O CD O O O O O C) N M to (fl 1. wr� Z Z -ZO _ W W W (1)O U .}..i � V_o�o F-O a O rr^^ V l Z W F- Q W Q F- Of W:)Q =OmOW N 0 Z J M W I�}� 5. 2 W 0 M IZZZ < Ix LL 00 WN 0 L W O Q Z Z Z �QO - - Z U 0 :5 O 0 W z z -j N W ti O LAST PLOT DATE >Q - Aug. 8, 22 Z 0 STRUCTURAL _J DETAILS A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (II#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 N-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'-10" 4'4" PRECAST (2) D4.5 WIRE. 2) No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2) No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 74" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'4" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 114' 1014y" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 17-9' 101-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 17-6" 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 1 391 570 13'-4" 17-9' PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 15'4' 14'4' 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) 7116strand + N.R. 357 357 254 352 (2) No. 4 19'4" I8'-0 PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No.S 20'4" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED 2 No.3 I ) (2) 7116 219 219 165 229 12) Noand+ N.R. 22'4" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2 No. N.R. (2) 7/16 strand + 24'4' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED Aj U DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEU -1 I' QUANT%OI#5 MAR Al 5-SOLID LINTEL I I LOWLR I INILLC:AVIIY [8x1I6-P-1L/1IU] NOMINAI WIDTH J `QUANTITY OF%S BAR AT NOMINAL HEIGHT UPPFR I INTFI CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITYUPLIFT GRAVITY UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#51. (I)#5U (II#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2." PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2) No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 014 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'4- PRECAST 12 1 D4.5 WIRE 2 No.4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 6-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 IA48 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 17-9' 101-8" PRECAST (2) No.3 2 No, 5 1439 1439 1075 1439 12'-6" 11'-7' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 349 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'4' 14'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-(Y' 18'4" PRESTRESSED 121 No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'4' 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 27-9' 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL"H" DETAIL"J" DETAIL 10 TYPE DESIGNATION I'- PLAIN UNIFU raUANIRY OF #5 BAR AT S -SOLV LINTEL I IOWFR"NT"CAVITY [8x1 I6-P-1 L/1 U] NOMINAL WIDlllyIJ L aUANIIIY OF 111 BAR AI NOMINAL HLIGHI UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" 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 SOLIDSOLID #5(1)U(0)L #5 #5LI 0)L #SU )L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' Y-8" 74' 7-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0' 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 2'-1(Y" 2'-6" PRECAST (2) D4.5 WIRE 12) 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" 3-0' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 6-8" 4'4" 4'-0" PRECAST (2) 04.5 WIRE (2) No. 3 1193 2290 2086 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1 188 1267 PRECAST (2) 04.5 WIRE (2) No. 4 1000 1000 686 903 F F b w. DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEU QUANIIIY OF #5 BAR AT S - SOLID LI NTEl I I -7 FLOWER LINTEL CAVITY [I8x11j6-P-1L/1IU] NOMINALWIDTH-• J `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL IOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTIOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U 10)#5L (1)#5U (I)#5L (2)#5U Il)#SL(I)#SU DETAIL'E' DETAIL'P DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 1 10000 10000 10000 4'-0" 2'4' PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'4" 1 PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 189/ 8'4" 7'-0" FRECAST (2) D4.5 WIRE 2 No. 4 16/9 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1 1186 1014 1251 11'-4" 10'-0" PRECAST 12) No. 3 2 No. 5 1074 1074 854 1121 12'4" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 17-6" 1 F-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'4" 17-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 12) 7116 strand + 1095 1095 551 887 (2) No.4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 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) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEU -I r QUANTITY Or US BAR Al S- SOI ID I INTFI I I OW FR INTFI CAVITY [ 8x 1 I6-P-1 L/ 1IU] NOMINAL WIUTHJIJ `QUANTITY Or 95 BAR AT NOMINAL IILKi111 UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-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 8'-0" 614, PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9' 2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 1'4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-17' 10'-8" PRECAST (2) No, 3 2 No. 5 1895 1895 1401 1895 12'-6" ]1'-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST 12) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No.4 I5-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 19'-4" I8'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2 No. 20'-0" PRESTRESSED 2 (1 No.3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22' 0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 850 850 471 923 No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. 5 740 740 393 772 Y r . DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU r' QUANTITY Or#S BAR AI 5 - SOT ID I INTFI I I OW ER I INTFL CAVITY [8x1 I6-P-1 L/1 U] NOMINAI WIDTH)IJ `QUANTBY OF 15 BAR NOMINAI HFK,HT UPPFR I INTFI CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEI 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 I U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 IODOO 10000 4'-0" 74' 74. PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 100D0 4'-7' 2'-1a' 7-6" PRECAST (2) 04.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 51-8" 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6'4" 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 6 4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 113 1455 41, �y 4i •..z DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #S BAR AT S-SOLID LINTEL I LOWFR IINTFI CAVITY [8x 16-P-1 L/ 1 U] II LNOMINALWIUIH QUANTITY OF#5 BAR AT NOMINAL HFKT Il l'I'FR IINTFI. CAVrrY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM FO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULL) 2„ 2" (1) #5 CONTINUOUS R1 0'1). PER STRUCTURAL PI AN co 7/32" STIRRUPS AT 4'-0" cc 00 `00 � (TIED OR WELDED) n Ln BOTTOM BARS iv SEE SCHEDULE NOTES: 1 • MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" � 2' CO M co � fN .IN ANI TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS RFO-D. PER STRUCTURAI PLAN 7/32" STIRRUPS AT F-0" cc (TIED OR W ELDI D) BOTTOM BARS SEE SCHEDULE BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM THE SAFE LOAD TABLES BYCA CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51 (1)#5U (1)#5L (2)#5U DE(AIL'O' DETAIL 'P (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3' 4" PRECAST (2) D4.5 WIRE 12 No. 3 10000 10000 10000 10000 5-4" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 1 6603 4891 6909 /'-8" 64" PRECAST (2) D4.5 WIRE 2) No. 4 5967 6199 4657 6417 8'-0" 61-8" PRECAST (2) D4,5 WIRE 2) No. 4 5430 5524 4236 5756 8'4" 7'4" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'4" 81-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 1'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 17- " 10'-8" PRECAST (2) No. 3 (2 No. 5 2436 2436 1721 2436 12'-6" 1 1'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 174' PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No.4 16-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 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" 18' 8" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 1254 1254 702 1271 No. 5 21'A" 20'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 5/6 1 121 2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL "O" :.. ;. DETAIL "P" :.4 DETAIL " " TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLIDLINTEL -] I L.--UNTFLCAVITY [8x16-P-1 L/l U] NOMINAI WIDTH) L QIIANTITYOF#S BAR AT NOMINAL HEIGHT UPPER UNIEL C:AVIIY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(11U(01L #5 I U I L SOLID #5(2)U(1)L DETAIL'DL' DETAIL 'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2 -4" 2'-0" PRECAST W (2) U4.5 IRE N (2) 0.3 7665 1 0000 1 0000 10000 4'-0" 7$" 74' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2' 2'-10" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 34" 3'-0" PRECAST (2) FKS WIRE (2) No. 3 4011 10000 5613 100D0 5'-8" 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 6 4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 81-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 2158 215E 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION DESIG�NL�AT�TIION S - SOLID LMy'd -1 r LAY�T L11(1EL GVftY T [8x1I6-P-IL/IU] W"FERiiTjJ LhFP�R Lllt� G%AT CD a v � jP UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CI FAR SPAN DOOR SIZE I INTH 1YPT LIN ILL STEEL TOP WIRE/ BAR LINILL SILLL BOTTOM BAR GRAVITY SAIL LOAD TILT IFT SAI I I OAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)L)(1)1 SOLID #5(1)U(0)1 #S I LJ I I. SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 7-0" PRFCAST (2) 04.5 WIRI (2) No. 3 1919 2143 2143 1153 1753 4'-0" 7-8" 74" PKLCASI (2) D4.5 WIRI (2) No. 3 159/ 1801 1801 1483 1483 4'-2" 7-10" 2'4' PRECAST (2) D4.5WIRL (2) No.3 1473 1668 1668 1376 1:376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRICASI (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" : 4" 5' 0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6 4" 6'-0" PKLCASI (2) D4.5 WIRE (2) No. 4 542 669 669 462 53/ 91-8" 8141, 8, 0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 4 . 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 BARD VITY SAFE I OAD UPI IFl SAFF I OAD (0)L LF)FTAII SOLID 11!,(1)U(1)L SOLID C, 11)1)(0)L N5 I 1) I L SO[ ID #5(2)U(1)L 'DO' DFIAII 'DP' DFTAII 'DO' &'DP' DEIAIL'DQ' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10(m 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7 2'-10(' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10" 9505 10000 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6)49 10000 8604 10" 4'-8" 3'-4" 31-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 /066 10000 6-6" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 54" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 3/6S :-18/ 2.901 6831 7'-8" 6'4' 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1562 2996 1 183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - mo LDITEL/ WAI{T[TY OF #5 BAR AT S - .an LMTEL L TEI- CA Ldl Vm �r� [8x16-P-IL/IU1 LA aw y full LlR'AER LIN¢L CAVITYAr Ltd" WIG" TYPE DESIGNATJ11AVI11 P-PIAII.1IIrJTFI) rC>IIANTII�(JF C, BAR 0 T 2 8 ZOZZ 5-SOI IF)IINTFI I IOW FR IINTFI [ I8x1I6-P-1L/1U] NOMINALWIDTHJJ(111ANINOMINAI HrICHT UPPER Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E I ion by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total LenYDth Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'4" Precast 663 1940 5'-1W Precost 583 1624 64" Precast 486 1396 7'-6" Precast 403 1134 Precast 392 1100 Precast 363 1037 &A" Precast 318 981 9'-4" Precast 222 772 10'-6" Precosl 156 600 1 F-4" Precast 132 651 12'-0" Precast III 593 12'-6" Precast 98 544 134" Precast 82 4/5 14-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'4" Prestressed N.R. 257 174" Prestressed N R. 184 8 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 27-91 Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended N N 0 N 00 00 00 / `✓ \ to Q 4 • �Z , ' Z, • ; W 417 0 0 UJI d' Z Q tno, N LO -- W L - N u Q M Cq d ,n co } Cn N V -0-0-co 0 M A� -= E 2W O o Ug � •� LL 0 � O Q U a� _ p ft ,N U W QN o E2 i .g) CL v W LIJ W 1-~g lJJ J W OZW W0LL00U- CD d F W U Ix 0 :a JZLWL 0-z20't-�Q�- a �9ozolroomzaz w0Z Q~dOWtYa-LU V5 WZ2WV�¢ ILL C)W o ? QxZ Q LL. ¢ O F- < C) zW 0� 0 (0 O cM r�- Q ♦^� vJ LL 14, C C www F- W M Z0 W W _jQ C) N N 0 (N h N y 0 0 00 0 �- M o a o � r- C)o N N N a N C)N N N o N 0 N /�/� O N ob 99 Lh o0 A , N O M C) o o O a a N �n u o 0 0 0 � o a o Lo q;t (V CI) LO (O I-- I Cr 00 w Z z z 0 o-� W(.)r> Wfn W rnUo_o Q. w / O OW X W it VJ Z f-Q � � N r�nm0� V Z W 0 M Z M I� Z z W 00 W N �:g2z �ZZ <C Z F- Q Z U a O F-co z S12 w " WC14 Q LAST PLOT DATE Aug. 8, 22 -P-+ Z 0 STRUCTURAL J DETAILS A HURR/CANE laliouniin4�Bras'44rtc ;,.�1lds"I� .��c�,'� Ta Back cross Support �,r (AAay he ttrt to 4W'l See Ar1C'ttfir SCi1,ErJI' � ..A^' ... Right Bracket { 6 Gauge) Bolts -- ,_- r >'rl:1 1i,Ilt'1("aIII 1,1# ,�T a 414 Serlf-Dr lung Screws 10.5/90 a / A/C tltltil StAtilli Ei+.ir • —Huff( are Strap (Ty&.. al° 3 in front) / Front Cross Suppcxt :Self-Lockirlc (Md)r LIV LUt to W) Left (Bracket (16 Gauped F I4 Self-Driling Soeviii TIIrLI I'S",bl k4tl (t 6.11 k c (.,s% SuplDOrt into, AiC l.li t k 4toril Side I rypiral: 3 each side for hurricaix;)' a vL ) f:�rr�isue r,J R,aut . V '+'I",4Y I:an awah� axaitalxlc rpa4s ersar'raept latd,ditiwuat (cc evict AWYI FLa3e22.Ra alft nt9a .rark..er Arclnnxtl;a'. ':!'„) d V'ml,`odlucl•. Inc Ca1n0AWY: Fdru;Il ms1 Car,Xr�IrrlAx auh(: alptory: +'fonuG'1) NrrCprl ,re Iy a "d m ke a.., It nr Ne'x I,ncrvnangy CmlpNrfce hhithad: Evaluation Repel keen e Flodde Registered Ard,ifect a a Licensed Radde I "estivtal Engnecr Raducl MaNI. Ndar*r at Name 1 Slrwrtv�MM .a1MC,511) 2 Sme•'venl Modal a154& 511 a SmartVerd Model r1540.520 4 Smartvmt Model #1540.621 5 Smerveat Model e1540-524 r, SeartVent Mod" 61540.570 SRwrtVenl MOde1 *1540s574 Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail r:,z1 trilloy->t), ¢fir g� one I�.nd nil i"Otatt Fft h.•r a Llaenee vaamred h ydwmd mated EIGAMMM A22m m Maud (t ham Hammes F- Narita R.E. Lake Boater, P.E. 121 642020 12M&2020 122af2020 ApRwed 441.331+a PE-79776 Ins) W.1$00 091men—I r-am Product Derail (-AW :r uncsrnt Flood and Vanilaban Vent Dual Functhw Flood and Ventilation Vent In+deled Flood vent Insist "Flood Von r 19&qud;. Grape Door Flood vent Wood Was ataulalsd Flam'Janl 14 %'Wat iaerape IMa IIr-1 Ve'I awlRy Assurance contract Excitation Dale Auoroved for use Ind "I Anitramed far Use, Outside NVNZ Yes Impact Retittmil NIA paflan Pr4seure sIIxld lJO 12J31r2u23 yns rem NA IOW. t00 I w3t/,023 Ye. Yax Nat et 004 tea 12f3i/2023 Yea Yes NO +I00F 100 17J31A?023 Yea Yes N/A NIA 12/112023 Yes Yes NdA .1001.100 ^Jr:IOWI Y'as Yee N,A, NIA Florida Department of Business& Professional Regulation Pa0e 3 04 Building Codes and Standards vr5ro.*a Product Approval Application Detail 2£41 Entity rx 221 Dale bringing Q� e jyp a Manufacturer lams yr cotrtaa Engineer & 0genke Validated By �Qpteg Subml� FIX oprayal y Status Revie4on 2020 ' hen rtn Tin, ( rt .uut5a,r 't—C -hem ­Llr ..}agent F. �,Chmiat. P L Ryan J. (Grp, P.E I 04115r2021 tZt31Y'020 04/2J29121 OMW`2021 Approved Category. Fxtow 0,krr', fOCC1 1s43. 111 PE-43409 (81M 767.8555 SubCatsgory: ^S+.nging Eriterror Door Astwnrtovws, r4asparsonallxmyatroc, Compliance McMod: Evaluation Report from a m F k of Rogwo rid A ,,r ih`M or a:.cen FNrrYda f ,r. mcr„oil h p ncr CualtN Arwtlronca Aporvwd for Use Approved for Use dmpact DirsJg,g .4" P[adUot fllodel.. Num per or Rama Product Description Contract EXolrotion Data � outside FIVE¢ Resistant pjggyare I a. Thenmre`rru Flbel Cures„o . <, .,m ,I Nomura+ I19.*N11, Er Flq oat, I,nV.nut&q.+uc. Opaque ' 1:11J'n').;: rl,: Yes 'r'rom I'.A Cornposlte Coge F'oalglass Single Door (Insaing/Outsamp; X configuration) 2 b. Therma-Tru FidR-Ctasak and Smtaoth•Star Nominal 6&0039',88quotlmpac4quot Opaque 121,3112r7122 No Y.y Yes NSA Composite Edge Fiberglass Single Door with 5lderIte(s) pnswlriglOutsvang, XO OX at OXO cWiguretionsy 3 c I'In:n'ta- ra, rlbm-CIa35,C and Srrtooth-Star Nominal o&a'd9',fl &gtullrptul&ry ,n - aq- 12/3112022 W Yea Yes NA Comrxtitt-loge F L gl _, CkruhM. r r.0 of t^ wn'tu,.lt fidelito,(Itla rgiOutawing XX or OXXG corthgurauonsy 4 d Therma-Tina Fiber -Classic and Srr =M-Staf Nominal 8&1139:0 AgtwtlmpeNBquot, Opaque 12f31/20r22 No Ye, Yes I -I'', Composite Edge Fibergim Single Door (IrtswnglOumvang; X corllgurahonj 5 c thorn .r.1 ,Fit-rt•Cla.w,, and Srnohr-Slat' Nominal 8&#39,0 &q(Xttlrrt{xact&q o JagJdt 12131f.'L722 No Yes Yes NA Composite Edge Fwbeplaes, Single r)ool mth GnalRa(c) QtvxWrrgM'),.c,.rnp: XCt. 7%nr 1)k(t configurations) 8 r 1"stet r"tla Tnl `,W-Classat and'Smooth•Slar Nomilal 8&#390&quattmpact&quot. Opaque 123-012. Jr, Yes le, PVA Compirmte Edge Flbcrgl rx s r'41I: n.e r>" with nt "I'l xil '3:dithIrm (lt�xrw 111,J7ulM'Veng, XX a, OXX.O wnligurauonsj :r g,Therma7ruFiber-Classic and Smooth -Star Nominal d&M88quoYlmpsct&quot;Glazed 12,31f2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InsvApIbuUlwtng. X t nfrg.aa&rn) a It 1hef w'rtI Ftw C:Nastr. and Smttath-Star Normal ill& 8&quellrroo' Morout, r;l.ete:l 1201I10122 No *',:> Yet 'lilt. C.'➢mp-te Fri ilL"t-gl n .s 8mgk! Chtor wW i'de'ItC IYI (IfISrVt ,JII.,(,tsxA'tg, XO, OX a(:.IX() ,o'rfgu` ! ,,) 9 i. Therma-Trk, F r Ueamc and ir➢+Xn. Sic*' Narrnl:el t &11111 H "5 4gaatlmpwct&quol; Glazed 1213111022 No Yes Yes VA, C'•tn ytowta Fr{;, Hartrtglass rinuhb rklm wth art w1nout S,delltaa (lnsa4nglOubw4ng; XX or OXXO cordiguratiors) to I Therms-Tru Fiber -Classic and Smooth -Star Nominal 811413il Squotlmpactisquot Glazed 12112022 No Yes Yes NA Composite Edge Fiberglass Single Dom Inn iv ingrOulsw ing; X cxmRgurstion) ; 1 1, Therrna Tru F iberC awls and Smooth -Star Nome all 8&#39;0 squotlmpact&quot Glazed 12±3' M22 No Yes Yes NA. CorPos,ln Edge Fiberglass Sxlgke c), a w,c, Slr'e W'I (loser-n yJ'Jutrrwtg. XO, OX0, OXO oorligurauont) 12 I, Therm-Tru Fiber-Clarelac and Smooth-Slar Nominal 8039;08quotlmpact&quot; Glazed 12f31f2022 NO Yes Yes VA Composite Edge Fiberglass Double Door With or Wthout Sideliltes (InsnirgfOutsnirp; XX or OXXO aoMigurafnns) m Itlerma Ti a Fiber -Classic and Smooth -Star Nominal 8&#39,5&quot.lrnpad&gr0, Glazer Molded 1273'^r:7 No Yes Yes NA Open Comiwaite Cog. riberglass S,ngle Door (Nr15vangH,ulstyng. n ^anhg:drarrnn) 14 n 1 hennas i ra• r" ti, k and Smooth -Star rJrrmatal llallI I sq Int lmpolikir 7t I_+lazll Molded 1201 r2l= No es Yes .'UP ("l t, ( mix' A. Fag Fltxnrllmm� Single rr:,rn wm }lazed hr4ded Open Sae!ttels) lnY—iirOutswng, XC,(J.A CJX-i Cnal 15 ThermalagnfigUrat o. ThermaFiberr.Classic and Srnctatlt .Scar Ncmtioal 6AIAS9:8 &quotlmpact9,qulat; Glared Molded 12ni M2 22 No Yes Yes NA Open Composite I Fiberglass Double Door with or 'rAthoid Glwzml Molded Open Sidelifes In%win UISWn XX or XXO comb urations ( >7� g. 0 g ) 16 p. Therma-Tru Fiber.Clarasc and Smooth -Star Normal 13&4139;8 &quotlmpact&quot Opaque 1 :.", 1:+,r:„ Ito Yes Yee QUA Composits Edge Fibwglaw Single Door with Molded Open Sidelrial (Insw ri.tOutswing, XO, OX or OXO coMiguratiora) q, Therma-Tru Fiber•Ciassio and SYrgofh-Star Nominal 8&#39;88quotimpactaquot', Opaque 12131f2022 No "err. Yes •y'A. Composite Edge aa FdbmglaDOu billDow rwth or without Glazed Molded Open S,delites (InsvdngtOutswol; XX at OXXO ovfgural,ons) fLa1 e332.Ra Tana MaLragL` MdlotAsrr„ra. Revision 2020 C4bgay Fsle I rkx subc.l.v.'y rIkJ 1,r.L:Ln-1-n... dam, Campllatce Method r''.volu ell n N I. n ail', . Fldlds Regluersd ArdiMct al n t urrxen Fl.,r ,win F1.01533 .Rit Pt omdesslonal E.gil nets ' pradtoCr ModM. Muller ar Naaee . : E!RIES 42U ALUMINUM 9G0 ;! SERIES 420ALLIIMNUM SOD - ] acnico .i" ALUMINUM OOO Act"roRCCO 4 SERIES 420 ALUMMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED Florida department of BLMInnSY R Ptoressional Regulation Building Codes and Standards Product Approval Application Detail Endry or OnnI F A r Irene. Vaud Ind rt III &..I Saenger .uN Rea 900 ms L<.r , Steven M Urldn, PE 1717) 365 -E h2 514 4717) 317-6454 L,.:,"4o tin+,,.r J 1,r, "1 2" Date Portland "I VAI'lilm w,rm.,w f FAC.INtomrml A—usirf At 1006j"."k' ttl,ttllsl]1120 IOr70r''n:an I''r1,:.tJ;Y;, Approved SERIES 42D ALUMINUM SGD OXo ggWk,A,ag,,— Calcutta E r ion Dee 12r3lr024 A ao cur ova Annared for Use gyywvNz Outside NVNZ tin 'r v'. Igglygt Cars- lit"(' 411t Pressure An PVA. 145.3419W 0011,quot; NON -REINFORCED SERIES 420 ALUMINUM SGOOX, XO, XX 12J3 R024 tar: Y'eo. I+n tUA S6lqud;X60&oud: NON-RENFORCED OCRICnaffa ALUMINUM OOg r[1NrOnCCp OXO ,�,. __,.♦ rti ,ea I, r4'A 145.0/"Q",408lqud; SERIES 420 ALUMINUM SW REINFORCED OX, 123'.f.':i,^4 rap Yin Na WA XO, XX 96&qud;x98dptfd; SERIES 420 ALUMINUM SGO REINFORCED XXX 1Z'31r2024 rw, res Ir", ra,n 143Aouro! vW l&4ud: May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed be:'.N%i they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not k,,rov, the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31i2 L B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31i2024 I C. SECTIONAL Clopay Building Products Company Model 73175/84A/94 FL15504.3 +28.0/-30.5 psf 12/31; al I D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12131 ', 0 .` t 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/ 02 :' B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/ :'rI C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60,0 psf 4/3/� D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31 20',_14 f 1 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192-1 - FL13192-2 12/31'>(�; " A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31; 20;%3 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16d'2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/202::3 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 91f9/202�� 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A _ 12/31'20 "? 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart _..._..._. 12/31 �I ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/__02 ) D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A +100/-100 psf 9/11/ - 12/31 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 _GI p The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information mur: is i )i available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) manu �turers installation requirements. Further I understand these products may have to be removed if approval cannot be demonstrated during ins eC poi) ,', of the applicable fa ., q p y pp g p APPLICANT SIGNATURE OCT 2 8 DATE yVirtualview Assist, Inc - Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Fl r,nr... F,. ,;vhn 'I ' FI I F f i;,nnI Po q I Bun f.,, Co k n ,J ;ail td Ins Product Approval Application Detail !kl_. _._._ - _ dot LI _Pqd-, aL1. •'i,, Id1, 1V, mJl Q,�.: dk4'0J{ k• I urn 1 _ __.. Rondo a,oartment Of BUSin scs & PrOfosSional Regulntinn .,. Building Codes and Standards Product Approval Application Detail II .)A (I:tCIL 12lLr'_PulOu w D�LhS! t.L111I'll ,"+ I.I.: L_,. l aL AII-0-1 A,,,v,d :L'rD ,Approved : A, t i">11_ 1+4oip, I1 rr 1net, "np a I ,din},+,y,. , `1'u Pill ,., fAtr s 1':i1ce _Inn-. I. a _ 4 L, "tons Jervunr➢ y 1nUiaN;l"nr , ,LI ., AIU�ae a^•'I tar n. ✓R'il.lt PI?_f..;J_9t..rr.3.,t$�L!' ,I-or.ME= Pyli _-_ �4r1�,. I _i hlociel. N i1 V,_:r 'nr f1an1� F 7hJ7Lry�P L FL.eIh i[ h-:Pt Pull Flo wki F)o pi f1ri t nt of Fill i w, 1w t i, , ,tin..-- "I ,uni t I 1,1 I i 1 '. �1 II ,1 1. __ Pin ni t A};plo 11 Application Detail p� .`:I r: I "•lilt [�.-:,r I a ,(tier.• � + _ 1., r Pail De 0 1 $i.J1 + F atl'.'.6!£k".1-.ni.�. M i'� , I•, Il.rt� r �,.,y _ FI I I I,, :,.1It I,'•'BI nr_::; Ir cv_-onaCF.,Ia.:tllsu, EL.i l diri j Gouts and Standards Product Approval Application Detail 4=1tti9t.^r camas F�nr�In;csZRen_.+ t3l-,r. inn fyp .h grvF ov,rnn-rgl'7 4ddal, ,'.?Itd ,;n ; II tl,•� I I 41L_'S'.�_l ffl,,, r'u I 51�.Itt.ti ...I.I AV, a.�u Guaarv&UUmtce a tl4%edtor V_ :y A- +a1•,ri'tsa, ��.l. ,WL.4tii L "1941ALMNlm1 D.tf i..tJ'YMi _,rn L I r,'fl r.arl•.-..e:". . ...2e'..lel4elr, muses :,r23 •to , L. . FI. 11 I, Crlrallnr 11 CJ BLr r •v; P. Prcfn'sdon'al Regulation F nlrary(.r,k lvwi_SI n ards Product Approval Application Detail I I LL: Inn-._• 4y-111LAssura,u:e Pc. _ Irrl U A,1'q,_r n Ia ML: I_::11q I ,: ,_c. r', 7dus:t 0.. ':,, II,Ilinn C:ertiraat E-rcirar,Yon D.xa in MV'FIZ 'Ol,uts'M1dn NVi42 Res. stem' r' __ Flo rl Pl, (?al:kt llrnry rit Of EU Ir ,yl' R. Profet sional Ragul.nhon Ft,li101rg Conics arl;J Stont.ards Product Approval Application Detail _,ell ;el�,i 1, rN aft En,l,:h�U:,t�• N.I��H1Ny" R -t l�rR Fr Ysuta k Florida Department of BLtsitwz5 & Professional Regulation P.pe2„r2 Butloing Codes and Standards rmq:2021 Ptotluct Approval Application Detail Elinly nr L.rI. 011, e Date Pordlna 0.19 C 1*. EaIDPILVOL &1151tm:gr VrIUaV1t1W' v.dfrr]a7 M utC4d. F0c_At i_Q_oA, AOLTV.94 8iww' A Tl x u a :u I n, 'a r E k +on , nq. F C Lt1 a r n•r11:., �I l ::Ilex I,r A[u r. - �Y .5 4111_d`dCt D.Wuri h'kMZx Pro55'4r'e ,I ,.. - .. Bl ldin,-':.our ., ..rid ntlnt4.uds n nrzl Product Approval Application Detalt r, H 1! I Y or;'I&. ALw'ovoa', U. I141k:. 1 4._0191!, Proec,cL.pst1:.lSVSLQrI ,yyt m'.einMlall,R,t1.1. tea dr.Y1+;T ni 1 qr 11vnt a ,, aul>C Fl w_k.. -F-,. 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PA 1,0 Florida Department of Business A Punifessional Rogulation P.w I a I Florida Department of Busires_ 8 Professional Regulation P'W 1 1111 Florida Departrnent of Business A Professional Regulation CU ( V = Building Codes and Standards IW2021 Building Code3 and Standards Building Codes and Standards hu :I ,'; - . . • r L I I � O -ram Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Plo.lucl App,wal Ap)+ncdtlor DCt,:d L �Qi 0 L iLetealaa3 a LEt dd7e ne e rat &Mttva Rout Did. oa"Pandna Dow .n11101111 H1IM10S FM Aenrnaad Oggggyed Stahg Clltla Eahea gets 292 Date Pmdlnd are a'y� wr�M mand JU M caracr Erv,lll.ef a Llnal-Lfiyalldal«I By 1',RI1Cidlld altenittlid F9L Adhrdval gggQyed atp61•, Cale 9AKya Dole a.e Baa Pencil naef b Lk'enaN Idalad By FRC Aoo.mral 1U.- Vnrflon Manufacturer f,aMaO EnaYjb Valldafed ;PGlhmftfsd (�, '� , � , � _ _ - �i I.4, L - ��', i r, � � ,Irlar' kE( Art „. . '. i r�J I.� V nn VY : curt 'I v.y i-tm_I_i3y. '4_alrcrllerk ,:.. �1 -. Jl_._' -. _ }, Ra431dn 2020 TAM80Building Products LLnerriEdon Rotor', NiaMnn John WKnazertch, PE IO,t .nU2U 12152020 4pprmed Calepay: ROOMg 1417y 824-8W4 PE-5e106 (984)772-6224 Rb2020 LV 71orTMIIc dhrr It .n Tony ClvWlman 4 SteverrM lrr , I . 092202U 12/15+2920 a4pan Metals CompmylTAW (0131246­3156 rf. "1,'':I ,"'I 71 :'17 r:'e R ,e It I cewFvoa,dsLL6 r n,•I<r .1 II . .o- r, ifII..v_G:0 09,a.021D 1A12020 121 Cxavrry. 5nuttere I an l, .,.. . . . _ auloCalepl tin feNe mtln15 aorn_eda11�[a1nfO.COm ConpW,ea Method Fvslu elan R,PW froma GeegMY' R'a q Subcategory R F qA:.. <, P,I ,re. un R 1 "'dent 5-ciiii.qq. Starr Perot. r • a, var3; ,f.• <nl •.c Coniphinic. 11111.1t1ad: Eveluatim Report franc •• - •' TZ O O ar,� Honda RegMemd A 1,00 nr a LKensed Fbd,oa Prdessiond EnVnce: isle a' Part �f .t g y ... r.,—u.r'•, e.».,. 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A-- - --- ,- , i .. tit': I.: I' - /�1 �i� L� CL O »� JR Q CIO '.CIO Florida Department of Business A Professional Regulation Florida Department of Business A Professional Regulation P.g., Florida Department of Business 8 Professional Regulation Building Codes and Standards ow2a:l Building Codes and Standards e',u202r Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FI.Wr11e7df Cad. _ _ .. WWLY Ike . Me..... ,. 2014.da01D4 2" PLaaSZa.Aff fla Entryor 292 Q& Dale Pendna 2." PL Code Entry or Date Dale oate Pendln9 d: Tag ryratal Msnutachnw carted eanlDeera UceDr VdldWled By VaMdated SuEmmod FICAodroval jporgved Alainuts veto— afanrrtactursa cnraacl Elwln•a A Licenseyalydal.A av vyleu.d autunin FaC Anmoval APw+,ve11 rti ri,. TJ(6-LQ Version Manufacturer Sontact Enolfeer a Lrcon" Validated By YjLlgjW AlilikMigilig FBC Aooroyal aF_r,;�•_1. Rehi"m 2020 MITec Inc Enn Walden ICC Evaluotlm SWAGS. LLC ICC Evebatbn Ser0ce. OLVIl12o21 OW0,XJ21 08M2021 Applrwed cregory: :AuclwN _a.pdnemW uiw)tia-0 b LLc. Rwslon 2020 Weyemaenel Rob BWldvdn 0270?r-.921 VY1312020 OY)1`021 q,.;u��:. �, Category: Struol st -- ,r<r, 1253)924-8476 ,G; x, l•. ,ns 'r,•'.r �.r :U_I;i I. Iapa;r 3uddrg Products L:ompany Mark VVestel'.eld _aw!: 131"WIn I:.1reyi,r•-^, 101152a20 1C0412020 1012512020 1:1 c.trgory: Extmbr Door. t,el!lo PE 63d0a; s13)'1If se„c. SWCalagay':'ru s F§•le, ewaldsnQ mf.00m (20515994800 oubcot.evry. ci .w..,-r,.+,•� n.eul,b.ldwl„dt •.rw Subcategory: Sectional Exterior Ducar AaserTit its 0Y 'te.' n 14n, 'n.•wr (cm e Compeanee Method; Ev 1110.nxt Report rrur,r Campllance Yeglod. EvoluWDon Report aaan n «user can Compliance hlethod: Evaluation Report thorn a A Product HMuallon Enllly FLM57Jte Products Product Evaluellon Enfi N ELgti5VAIII Proaaat I.:I :r�r lCll:raerNrl Arcrl,¢em ore Lrdrsnead F bride f'r „tl r,. ,M.i•.•. a'. 1-ftillllnar dnI1WAWWaanee Aoaoved for Use Acorowd for Use Imnat g•flm smtt basal YtldN. Number a NanoProduct Discrilotlar, SQL In HVHZ Oultoldo HVHZ ISalltt.nt Ploolum Oursly Avwlar.�:o Auwowd fur Um Amend fat Uaa Whom Sena P,otlucf Mu I,L wnerer ue Mom P11Aant DNwootlyn Cu, ua t E.rtrr slat Da • xt NyNZ r?ulwa MmZ A.W.101 grepsur* FLS15504-137 Product*r I! ,2F 153W 84A, 9473, 75,15DQ 190, 78, Steel Pan tmin 2` 0a i DoubleCar i92'to 160' 1Wilr2X 36 No Yes 1 4RSF 6RST, 6RSF 2RST, 48, 488, 42, vdde) WINDCODEW 74 W5 Garage Door 1 Mh RAMS la high aueegth lrufa c...1a 1N312a22 Ym Yea )LA Nu llem Pil LVL .. s �<Itd Veneer Lumbar U 1 :.. '�:;: It. Yea N/A WA 4:7 - . ' I D`.= V, GR55, OR5SV AR5S, leg prase 2 Mrl 18 ga. eUper NO slralglR III connector pule 121312022 Yes Yn 'uA N/A 1 Mr 16 16 ga. trit. Canledor plat. 121312022 Yes 'tr1 N/A N/A a I,rr 1 M5 18 go nigh ro-grA trues connacta pate 12f'.12022 ve• .. N/A N/A MI.; ,Ix; 20 ga. hlghighWroagM truss conneda pate 12r312022 Yfors NM WA •x Tl - M' -. N 18 go . true connector plate 12P72022 Yea Yea NIA WA 7 TL2: M^d 20 ga. tAIS gOnnedor plate1 12,112022 Yrs Yes N/A WA 2 P-11ii. PSL L•a•alel Slrend Lumber 0 '1120z.' I. t N/A NIA 3 noer Slfand LSt t.mnalM Slr•rd Luntba 03'?1011 '3 11 re--. NIA N'A m 4 TJ Ran 9oard Stru aural Composes Lumber a Oriented «ban:; 01 1?0:' f l Yea NIA NrA ward Ron Bosh res ! MTeyerlleauser R,m Board Qlan[etl Strantl BOald RYn Board illN/A WA AR5SV E_ - l OCT 2 B Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i > (n O C � o 0. CL U M 0 � w a z z J I SHEET NO. May 27, 2022 i PA 101 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3W020 For direct holes to all SST approvals Asled below V Imfl-I I • For additonalfrollofmation e9firdiroji'lowlia'% SlalewidtProdi Arinnoim48y,dreen and Mis -Dade Counly Noul;c of Acceptant cc 440A�. FL#23WR7 111" Product Model. Number or Name Product Description 1 Titen Stainless Steel Concrete & Masonry Screw ITT N SS) 1/4" diameter Titen stainless steel masonry screw FL0589-R6 Sea S Product Model. Number or Name Product Description I SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SDI SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD91112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDOF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SIDUt 2211014 Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, Sr)CP22700 SrK P22868, SDCP22912, Strong -Drive SDCP Timbei Screw c .0CP221 100 SDC P2111134, SDC P2 71400 6 SOHIR27400 SOHR27614, SOHR31400 SDHR31614 Strong -Drive SOH11,Cornbo-Herad Screw 7 sn5:)5i 1) Sr),1;25114 SDS25300, SOS25312, SIDS25412, Strong -Drive SOS Heavy -Duty Connector Screw SIDS25000, SDS25600SIDS25800 8 SDS25112SS, SDS2520OSS SDS25212SS, SIDS2530OSS, SDS25312SS Stiong-Drive SD$ Heavy -Duty Connector SS Screw 9 SOWF2716 SDWF2720, SDWF2724 SDWF2728, SDVW2730 Strong -Drive SDWF Floor -to -Floor Screw fLffl OOQL-11" §W Product Model. Number or Name Product Description I ATR316, ATR1r2, ATR518, ATR314 Threaded Reds 2 ATUD5, ATUDS-2, ATUDO, ATUDI ATLI ATUD1 4, ATUD1 4-2 Aluminum Take -Up Device 3 BP3/8-2, BF10, BPIC-3, BP5l eP518-3 BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 4 CNW3if8, CNWIf2, CNVI CNW314, CNW5/8-112, CNW314-5/8 Coupler Nuts 5 C1 U055, CTUD65, CTU D66, C1 UD75, CTUID76, CTI CTUI CTUD88, CTUDI Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, NS, NO Heavy Hex Nuts 7 RTUD3 RTUD3B, RTIJD4, RTU04B IRTil RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9 TUD10 Take -Up Device 9 1 UW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 LI 112" Uplift Rod Run fiedown System 12 URS5 5/8" Uplift Rod Run Teldown System 13 URtse 314` Uplift Rod Run I atolown System rLMU441-K5 §W Product Model. Number or Name Product Description I DTT2 Hold-down 2 HDC1014 HDC10/22 Hold-down 3 H[YQ8 HHDQ 11, HHDQ 14 Hold-down 4 HOU2, HCU4, HDUI HDU8, HUU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style Tulin anchor 6 LSTHDi LSTH1D6RJ Strap -style hold-down 7 MASA,MASAP Foundation AnHior strap 8 MI MPA144 Strap -style purfin anchor 9 PA1 8, PA23, PA28, PA36, PA5 1. PA68 Strap -style Pullin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purfin anchor 11 STHD10, STHDIORJ Strap -style hold-down 1" S7HD14 STHCJ14RJ Strap -style hold -down Simpson Strong -Tie 2020 FBC Approved Products Updated 121.5ifizJ20 C=0;For direct links to all SST approvals Ned below, CLICK HERE. Foradditional Wormation regarding Flodda's Statewide Product Approval System and Musmi-Decle County Notice ofAcceptance (NOA). CUGK tIEBE. 21 LB series hangers Top flange hangers available in width of 1-9116'and hell ranging Iron) 5-318' to 15-118" 22 LBAZ series hangers Top nange nangeris arvailaoic in widifirt of 11401 10-and neigntis ranging from 9.311 &'to 13-1 /1 23 LEG3, LEGS. LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from W to 33-1 il!7. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5 1 l4" to 6 P6 and heights ragging from 9" to 32 1 rZ' 25 MIT series hangers Top flange hangers available inoActhe ranging from 1-0/16" to 6- 116" and heights ranging from 9-1/4" to 24" 26 PF, Pl PFDB, PFDSB series hangers Top flange hangers available in width of 1-911&'and heights ranging from 3318` to 7-1/9' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1 .9116" to 7. 118' and heights ianging 9.114" to 32" FL#I 0860-R5 Sea Ill Product Model. Number or Name I ABA", ABA44R, ABA46, ABA46R, ABA86, ABA68R 2 ASU44 ABL144R, ABU46, ASLI ABU5-5. ABU5.6 A8U65, ABUI ABU&I ABUT ABU88R, ABU10110, ARL11010R, ASU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW4I ASWeSZ, ABW61I ABW7.7 4 AC4, AI ACE4, AC6, AC6R, ACE6 5 BC4, BC46, BC4R, BC6, BC61R, BC8, BCS2-214, BCS2-3/6 6 CB44, C846 C848, CB66, C668 7 CSS044-6052 C86046-SI CBSQ66-SUS2,(;BSQ86-SOS2,CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SD92.5, ECCQ-SIDS2.5 Series 10 CPT44Z, CPT66Z4 CPT88Z 11 EPB"A, EPI1344, EPS46, EPBe6 12 EPS4Z 13 LC844. LCB66 14 LPC4Z,LPC6Z 15 MPB44Z, MPBil MPB88Z Ill P844. P844RT PB46, P8436, PB66R 17 Pl PeS46 PBS66 18 PBV8,PBVI0 19 PC44.1 8, PC46.1 6, PC48-1 8, PC84-16, PC66.16, EPC44-16, EPC40-1 6, EPC48-1 8, EPC04-16, EPCOO-10 20 PC4Z, PC4RZ, PI PCI PCSZ, PCI Elpi EPC4RZ, Epoll EPCORZ, EPC8Z Eldl 21 PPB44-4Z, PPS44-OZ 22 RPBZ FL00066-ill AME Product Modal. Mumber or Namp - 1 FJA, FSA 2 FRFP 3 01-446 6, OH46 8 OH48 6, GH48 8, GH410 6. GH410 8, GH66-6, GHI GHSI GH68 8,,GH610-6, GH610.8 4 GLB5A, GLB5B, GLBI GI GLB7A, GLB78, GUB7C, GL87D .1 rl Rl nRITS17, II RT1,16,171RITAIR, rZl FITS", rF1I TA?n 6 HGLBA,HGLBB,HGLBC,HGLBO 7 HGT-2, HGT-3, HGT-4 8 UFPI0-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-114" to 9.1/2'and W2 ranging from 3-5/8" to 7-1/2" Screwed column caps "th W1 ranging from '3114" to 9-112" and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Gluiam Bearing Plate rhijarn Rawarno Pate Heavy Glulam Bearing Plate Heavy Girder Tedown Universal Foundation Plain Universal Retrofit Foundation Plats E3= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For drect links to all SST approvals listed below. CLICK 1JI For additional Information regarding Flodda's Statewide Product Approval System and Miami -Dade County Notice of Acceptance I fjr_KH_FRF FL#10446-R6 ZIL9 Product Modal. Number yr Name Product Description 1 A21,A23.A33 A34, A35, A44 Angles 2 APA21 APA4. APAIS APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44 APB44R, APVB60 APBOOR, AP688, APB8il3R, Al"91010, APB1 DIOR, APV844, Outdoor Accents Post Bases APVP44R APV866. APQ66R APVB8,9, APVBI!189 ADVEloin APVB101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJI APVDJT2-4, APVDJT2R-4, APVDJT2-6 Outdoor Accents Deck JI Toris, APVDJT2R-6 5 APHH46. APHH41 APHH6110, APHH61OR Outdoor Accents Heavy Kwow 6 API-4. APL6 APT4 APT6, APVL4, APVL6, APVT4, APVT6 '.,indoor Accents L .111d li'earn-to lforll� Tie,, 7 APILH24 APLH24R, APLH26 APLH26R APLH210 APLH21OR 'j,)nj Ac,-p,ij. :,t H.irigll 8 kil Hl I, 'Vpnelril L 9 CBT27 CBT47 .oncealed Reap) 'te,, 10 C_T3Z CJ7,47 C_ J IV, C. )T 1 67 Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1,, GA2 Gusset Angles 16 H2A, H2.5T, F18T H10A.2, HIOS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4,HH6 I,oader Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1-30,11-50.1.70,1_90 AnqeS 21 LCE4 i1cst Cap 22 LS30, LS50, LS70, LSGO _c4.#1 Angle., 23 LSCZ Ad,sIable Stair Stranger Connector 24 L--,SJ26LZ, LSSJ26RZ, LSSJ2BLZ, LSSJI LSSJ21OLZ, LSSJZIORZ Fill Adjustable Jack Hanger 25 LSSR 191, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeableriskilawable Hanger 26 LTP4, L f P5 Tie Plates 27 MI fill ML26Z, ML2U, ML21OZ Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU226 Wl MMLU28, MMLU128.2 MIMLU210, MMLU121 1, MMLUI ig MNlLU1311 I- ice Mount Hangers 31 RBC,RBCP 1-toot Boundary Clips 32 RST3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, FZTC44 Rigid Tie Connectors 34 STC, STCT, DTO, HTC4 Truss Clips 35 1 JC3 I, I JC57 Truss Jack Clips 36 Z2,Z4.Z44 Panel Stiffener Clips FL#ID447-R5 §S_q.# Product Model, Number or Name 1 AHEP 2 DSC21R-SDS3 DSC2L-SDS3, DSC5R-SDS3 DSC5L SDS3 3 Gec 4 HCPI,81, HCP2, HCP4 6 HHRC2.2, HHRC42, HHRC42-2. HHRC4)1 81. HHRC44, HHRC5.25t3 25, HHRC5.3713 12, HHRC86 6 HRC1.81, HRC22 7 URU26, LRU28, LRU210, LRU212 8 LSU26, LSSL128, LSSU210 9 TBF4 TBF6 lie Tc' , 24 TC.26 TC28 11 tHVI4. TI 11,4A riR THA21A.2 11­4,0?1"71 1. 7HA413 Ti­4A418,THAC418, THA422, THAC422 THA426 lHA422-2 THA4„6,; 12 THA11,81122 11012.06/22, HIA121122 1JIAI222 'HAI,22,1HAI3522,THAI422 13 THAL422. THAR422 14 THJA26, LTHJA26, LTHMA 15 THJW-4-SDS3, THJW-5-SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA'_1 VPA25 VPA3 VPA35 VPA4 18 VTCR CM= Simpson Strong -Tie 2020 FBC Approved Products For died links to alf SST approvals listed I �� K F,w 00nm,d rl,ll ,jrvoii :; r LA,lu', Statf'olilde Product Approval System and Mraml Cciiily Updated `JClI,l of FL#10456-R5 Ila Product Model, Number or Name Piodkill Ocii0ptign 1 BT,BT6 BTH Brick Ties 2 C MST1 2, 0 MST 14, Cl 6 Coiled Straps C314, (;S10 CSIO CS20 CS."'_` Coiled Straps 4 (,SHP18, CSHP20 Coiled Straps i� T�21ri Compression/Tension Strap _SP Stud to Plate tie H, 10A HZ 5A, H3 !A6 ­-iZ [Ild W6S, H16-2, H16-2S Hieficanir, Ttes b HG 1 -2 HG; - 3, 43 3 1 . 4 H,?J1ii­`.;lrder fie-00471 9 HS24 Humcatle Tie 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2-3-SDS3 HSS4-SOS3 Heavy Stud Shoe 11 HST2, HST3,, HST5, HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTSII Heavy Twat Strap 13 HTSI HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 1 STA9, ILSTA12, I STA15 LSTA18 I STA,11 I STA24, I STAW, LSTA36 Straight Straps 16 LST149 LSTl73 Straight Straps 17 1, T620 LT640 Bridging 18 IT512 1,1­1316 LTSld LTF,2[, Light Twist Strap 19 i" PiledilArn Girder Tiedovvirt ,io f r t, MST 37, NIST48, M,1;i 60, MS T `2 Straight Straps 21 TVSTA9, MSTA12, MSTA15, MSTA18, MI MSTA24, MSTA30 NISTA.36 PYISIA49 Straight Straps 22 IMI MSTC40, MSTC52, Ml MSTC78 Straight Straps 23 M.STC48B3, MSTC6683 Pre -Bent Straps 24 MSI MISTI36, MST148, MISI MST172 Straight Straps 25 MTSI 2. MTS1 6, IMTS1 8, Ml MI Ill PAT S30C Medium Twist Strap 26 NCA200-12. NCA202-12, NCA2x8-16 NCA2x10-16, NCA'-xll 16 Bridging 27 RCIl RCW814 Wall Bracing RPS1,", RPS22. R-_lS,!V Repair Plate Strap ?q RS;14 Stud to Plate Connector 30 ;`API SP2 SP4, SPI5, SP8 Stud Plate Tie 31 SPH4,SPHe,,SPH8 Heavy Stud Plate Tie 32 SS1,5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12 ST18 ST22. ST292 ST2122, ST21 15, 6T2215, STI STI ST6236 Straight Straps '34 "II TB27 T830 T836,1`10,1 TEW, TB54,TB56,TBGO Tension Bridging 35 ivl rwB12, TW814 Wail Bracing V,I';T . VGTR VGTL Variable Fitch Girder Tieclown 3 W81JiJ.V1Jb106(;, W13126, Vli WB143C Wall Bracing Product Description I CI3H2.'17x5.5, CBF12 37x7 03, C Of 12 37x9.75 Adjustable Hip -End Connector DU, DHU, DHUITF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGTI 63-SOS Hf' 1)!5 25-SOS Hrl-Ir, 50 SDS HGII 62-SOS„ HGU7DO-SDS, HGLI Heavy Hip to Ridge Connectors SP I., H 1, -19 00 ISOS 4 HGOS series hangers ,,,p Ridie Connector Raflei Hanger 5 HHGU5.25-SDS, HHGU550-SDS, HHGU562-SDS, HHGU7 Of,', SUti HH(',I)l SL­ Light SlopeablWSke-able U Hanger HHGL19.0O-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHLI HHUS46 HHUS48 HHUS410 Hli1.l,,6 5011ij Truss Clip HHUS7 25110 Adjustable Truss Hanger 7 HRI IR HS1 A H<;[ )Rr,, 111 (7 sm P& hinqpr�. Adjustable Truss Hanger Sized for I Joists Skewed Truss Hanger Multiple Truss Hangers -IT _1 1i; 1- T 20 i-AT,12 0, 1-11026 .1 i-TU28-2, HTU210.2 Multiple Truss Hangers '1i.1 ;1JUseries cargers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SIDS, HUC01 -8111 1-SDS, HUCQ.210-2-SOS, HUCO210-3-SDS, HUC031 0- SDS, HUCQ410-SDSr HUC0412-SDS, HUC052519-SOS, HUCQ5.2511 1 -SDl HUCQ61 0- SDS, HUCQ612-SDS r-MM-Nor M Simpson Strong -Tie 2020 FBC Approved Products Updated I ZQW2020 For direct finks to all 5ST approvals listed below - i � I Fa fronfulinal inforin-alion rinnarding Flandi Slatewide, Produce Approval Systemand Miaml-Dade County Notice ofAcceplance (NOA):!,!L�L HLEE F1.01146111-10 IMA Product Model. Number or Name Product Dic5gilliatior 1 HHUS210.3, HHUS210.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210,2-SDS, HUCQ21O-3.SUS„ HUCQ310-SDS Joist Hanger 4 TOGB2. THGE39 THI291-12 TOtl THGBH4 Joist Hancer 5 THG02-SDS3, THGQ3-SDS4 0, THG0H2.SDS3, THGQH3-SDS4 5 TiI I,: SDC;!; Jol"t I ,p (;l 6 THGW3-3, THGW3-4, THGW43, THCW4-4 Joist Hangol F1,911473-R5 5MIA Product Model. Number or Name Product 004F D110i, I DETAL20 Double Embedded Truss Anchor 2 FGTIR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16 H16S, H1&2, HII Hurricane Tie 4 HFTA1 2, HFTA1 6 HFTA20, HFTA24, HETA40 Fit gl,000 Tull- At Arco HE f AL 12, HE1 AL414, FF TAll Forbear:enI W­ 4WrJ]01 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETA16, HHETA20, HHErA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3­,DS2 5, �GT4-S)S? Graer -)ll 9 LTA2 Lateral Truss Anchor 10 Il META16, MET. 18 META-20, META24, META40 Embedded Truss Anchor 11 NISTAM24 NISTAM3b KISTCM40 MSTCM60 Strap Tie for Masonry 12 MISM16, MJSfl HISMId, H IbNUO Twist Strap for Masonry FL#11496-R5 §W Product Model, Number or Name Product Daiscirliption I DTT1Z Deck Tension Toe 2 I-ID12. HD19 Bolted Holdowns 3 HD3B HD5B. [4076 HfJOB Bolted Holdowns 4 HTT4 HTT-5, HT T4 Tension Ties 5 L 1T I �) L T1 20B. LTTI Light Tension Ties F1.013628-JR5 JW Product Model, Number or Name Product Description I SB5/8x24, SB7JI SB1x30 S13 Anchor Boils 2 SSTB1I SSTB20, SSTB24, SSTB28, SSTB34, SSTBX, 5STB1tI SSTB20L. SSTB24L, SSTB Anchor Bolts SSTB28L FLXI 3Wn-94 §9" Product Model, Number or Nam* I CMST12 CMS714 CMSTC16, CS14, CSII CS18, CS20, CS22 2 HRS6, HRS8 HRS12, FHA6 FHA9, FHAl2, FHA18r FHA24, FHA30, MST126. MST136. MST148, MSTI60. M.ST172, SIMST27 SIMST37 SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA36, CST149, LST173, MSTA9, MSTA12, MSTA15, MSTAlb MSTA21, MST <4 5 LSTA9 LSTA12, LSTA15, LSTAII LSTA21, I ST292. ST'-112-,, ST2115. SI-Q15 6 I_SUBH3 25 SUGH325 MSUSH3 25 7 LTP5 8 LTS12, LTSIII LTSII ITI;')O 9 MSTA30, MSTA36,ST8215,, STI s7rg, ST12, 61`18, ST22, Ill NISrC40, 1vS1052 10 Pl MSTC78, STII2 6 11 MTS12, fil MTSlR NITS20 fill Ill MTS20C 12 SIB1.56. S181 81 S)B2 06, $192 37 SIS^ 56 96268 S;l53 12. SIB3 56, S/63-62, S/84 06, SfB4.12, SIB428, SA34.75, Sl 13 Sf BA2 1218, SBA2.11211 0, SfBA2.12112, S/aA2.12J'l 4, SAI 8/8. SfSA4 18110 SiBA4 18112, S/BA4A8/14 14 S'HIA 15 SIHOdS, S1biD8E3 SOHDIOB, S/HD15S, S/HD15B 16 SfHDU4, SJHDII S1HDJ9 SfDU11 17 SQCT. S/HJCT Product Doilicnotiork Coiled Straps Straps 97 mil (12 ga) Heavy Twitst Straps 'traps 47 mil ("; rjnl :;traps s"d I'll iJuga) Bridging Connector Lateral I Tie Plate L -,,j hir Twilist Straps *Straps 54 mil (16 ga) Straps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers riumoane Tie Holdowns •Ioidoywlll, 01M Haq%on;,; Product Description CQIIueafvo Yranyris Face rnownt ,01,,, &HU) and top flange (DHUTF) hanger: available in widths ranging from 1.9116"' to 3.916" and he ranging from 9-118" to 23.15/V" Face - mount hangers Fire mount hangers ivailable ii widtht. ranging fiom 1 5 'Pil" and heiRl"I" ranging from 5-5116" to 12-718". Face.rnount hangers Face -mount hangers Skewed face-nincal hangers available in widths ranging I I Wto 5-1/6" and heights ranging from 4-314" to 15-114" Concealed flange version (HELIRC. HSIJI-C) a,aliable To dowl.,Ip _'Xand 4X modos, only acute flange is conceallec Face -mount hangers Face -mount hangers available in widths ranging from 1-9, I/2-and heights ranging from 2-78" to 19.174" Concealt version (HUC) available for all urcidels having width equ a greater than 2-9116' Face rnount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated'I I Fax Bract knits to alu S'"sT approvals listen helrrv, ' aaardliisw f a 4101tionill r1wriarkiii riruoriuvp vloi,10s State'A,ide ProductApproval System and iffami-Dade County Notice of Acf,,eptanrr iNOAi r.3 6 &LBV1 515 SYLBV1 81 S/L6V2 06, S/LBV2 37, S/LBV2 56, SILBV2.68, S/LBV3 12 Top Flange Joist Hangers "iLbi/3 56, S/LBV3.62, SILUV4 Oil SIUBV4.12, VLBV4.28, SfLBV4,75, SILBV5.50 19 SILTT20, SlDTT2Z, SAITT14 HTT4, HITT-) Holdowns 20 SIMSTGO, SfMST72 Straps 118 mil (10 ga) 21 SP4, SPO Stud Plate Ties 22 SSr DST', TS(' Stud Plate Ties 3 IIL DIK, Truss Clip 24 TSID22 Truss Brave Diagonal 25 TJC37 Tm,s Jack '­nriF(tor FL#13904-R5 1291 Product Model. NumberorName I CCOM1 62.S[)';HDC,, CCQM4 62. WS 50-s;DSHDG, CCTOM3 Ill CT- 7QrV14 ilS G Ut'l _-CQM3.62.SDSG. CCCOM14 62-SOSG, 50 2 ECCLQM3 62G-KT,, ECCLQM4 62G-KT, ECCLQM5.5OG-KT Fl I '�Ivin3 6 KT ECCLLOMD4,62G-KT, ECCLLOMD5 SOG-KT, ECCILROTill K7 I CC,LNr�Ni ib<G- KT, ECCURCMD5.50G-KT Hrl_IM52'� HGI,40550 11'�IPY700 ;i`I,IM7.25.HGUM9.0O 4 LGLIM26-2, LGUM26-3, LGLl LGUM28-2 LGUrv128-3 L(,t l_(3L)NQ10­ LGUMI LGUMI LGUM46, LGUM48, LGUM410 5 to$HA31,'�925,MBHA31,!Ill�5,MBHA35&725,MBHA356�%)25 MBHA'J'_16/i1 %IBHA3 56111 86 MBHA3 56114 MBHA3 56116, MBHA3 .5611 8 tl 5017 25 N19105501188MBfIA51iCY14 IAGIIA550116, VIEHAF, 5018 (ABHU356�18,MBHU5.50/9,25,MBHU5.5011125,MBHU550111-88.MBHU5.50/14T IMBIHIJ5,50116, MBHU5.5018 Eiat3975-FL6 §Lq # Product Model, Number or Name SIVV22458, SDW22500, SDW22800. SOW22636, 2 SDWC15450 SDWC15600 "I SDWH19300DB SDWH19400DB SDWH196OODBSDWH198Q0D8 '60WHIMIll 4 1iLYvVH2/4U0C3, SL7VAi2A5CkX3, SIL)WH2113000, SOWH271COOG SDWH2712CII 5 SDWS16212, SDWS16300, SDWS16312,SDWS164O0 6 SDWS19600, SDWS19712, SDWS22400.SDWS.-.2500 SIPAS-1.512, SDWS22600, SDWS22600, SDM22900, SOWS221 000, SDW622 1100 SDWS221200, SDWS221500 7 SDWS22300013, SDWS2240ODB, SDWS22r,0006. SDWS22600D8, SDWS22800DB, S17%W"221 (VXIDS -APVVS2231.'.DOr,, SDWS22512D88 9 SDWS27300SS, SDWS27400SS, SDWS27501JSS. ,DW`2760OSS, SDWS278008S, SOWS271 OOOSS, SDWS271 20OSS 10 GDWV13400 11 STN22 ll 5363-R3 Seg N Product Model, Number or Name 1 AS 18, AS 118S5, AS 18S6 2 AS 20HS ei�' N) 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps He.4,vy Masonry Hangers Masonry Beam Hangers Masonry Top Fteirrige Beam Hangers Masonry Beam Hangers Product Description 1;trong Drive SD',N Pil Y .and TIR I S'S- PILY Screws I -A ong Drive SDWC, TRUSS Screw S Strong -Drive SDWH TIMBER -HEX Screw t ,Itrong-Urrve SUVVI I I POKIl EX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (interior Grace) Strong -Drive SDWS TIMBER Screw (Exterior Gradol Outdoor Accents Stsuvtuial Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive ,.;D*V SOI. F-TO-RIM Soo. l..,utdocit Accents He,: Head Washer Product Description lAgi Truss Pfir-, 10 ga, High Strength I rkis% Plate 20 ga Truss Plate. Hinge Plate Connector FL#1 5130-R4 kal Product Model. Number or Name Product Dim. notion LT -HP Adhesive Anchor tot concrete 2 GAC, GDP, GDPM-50, GDPM-75 GDPM-1 00, GOPS, GW-50, GW-75, GW-1 00, GTH Cis ,actuated fasteners and m-emblies UPA, F':)PA K, 11LF A II ;`UPAT, 11UPAT-K PINW, PINWP PlfJWP %1V FIDIPAVUL Powder -actuated fasteners, threaded studs, and assemb PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECUDPA PTI J17RHA4 4 SET-3G Ad hesis, a Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated t',30iN12t) lkr,tohl 1,�T, 'fl W("il J 1 1, ill ',pip or J ;I drrii-Ulode Not,.o (11 Acce�40i I",- IN', or Hu"Ir, selle, 1,!, it 1-Ill S lal �Iliq Iof, to 3. -1 ojh­ I I 1r 6' to 11Cc ri,.l flail I iN r Face-moi -. harpevi- avallblde it, ll troin, 1 76' to and hLIghts rangrg iron, 0 li4" Irc Set*,, I I.I.- u idt Iv,i iTrig rro,, 1-3!10'to 4. Ilt I it I n i) f"Ir, (11 19 112 I !_ Ali3O': 11.1 ji•Ske%ecl face:Fr011,li h;j:gt, lil it', .it It, Ili,.I I it ...... I I I a. "'I tvi _.I jou_m� j­­ -Ale, 21 J W 1e i, vidl i, imI II 1-9,116"'to Product DOSCrIption "Top flange harqef�_,,, "�a I, I 14' IJ I ClIn 18_'t07 W, 114, 24, 5/8" and "eight, rangrip firrin , 7 VV +n 't,V Tot) flange ­11 1, 4' t" =6 ;=09 series ho, i-t I l,, i m,,,de f ,tLJtns ranging from5.1)4" to 8. Tclpflange haroon; avaitable in vicits ranging frori 5i•W 1, 114" and heights ranging fircirn, 11.14" co 32', H, Saddliphanger-savadable in,,vidths ranging trorril Iil ill and I -Toil flange hangers aVaiia9le in mrlihs rang rig 118" and heights ranging from 11" to 32' roptiange hangers available on%wrl9is langinj I,otii 112" and heights rarigirg fl,cinri S" I ^' Saddle hange In aver 1,.t Il [, , ij,, and heights ranging from 10 1 +211-l' 1%, riange hiwge,s availM,le in widths ranging from t,, 8 74-n>r.1 "r uht, ;,n :r:o. fir>m7-1,710 32" %,l),ping from 14" to 33" 13 HI, azilriesnarlqers Y­ W16" and heights rancinp *r3m r i5 to 2r,' 11 1 J, 17 ill mwl J-'� E` ji, 1 1 1 - to I :lrh, in 1., �,i - '',1k, n vcltns ranging from 1-9116'to 5. ,Id i I na 'a 15 flangn 1-u.- I iv zfaolr1 -air alll modets. havingvo,idth eokial Ic ill ",art(' Top flange hargetsa,ai)ablo wvd, I w ie-yhts raft„ i x. I— %rrl Tzpflange harmelrs a,ai,iAe I) drid leghts,zi,, : r I, 'Ijltgc, ha ivafla'%Ie in wictr) of 1-9/16"ird rre,iihts NMI girg from P'11113'k) 13 1118' OCT 2 8 2022 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 El- Simpson Strong -Tie 2020FBC Approved Products P;T-11I ,Iilf�tl Fci J,k,]­,[• '.."T approvals listed belovi,., i� Foi additio, di regrrding Foride's St Dle 01 lkr I I I I '%1 .1 Vlam,-Dade Courily Noll of Acceptance SET _XP Adhesive Anchor for concrete 11 11q - y , , , Ii, ­ "I'l nt"t 'kerllt T), T-IF -di,' T­,D-H6SS, THD-CS, 7HC5X,,'1 Hr 1,,1t _5e.r A nel 4r for cwir fete and masonry ri+ wl I-tini cnibor, steel and 'Types 304 and 31e le- to f,i m1h �Lounter;unk head In <,rirbon tf-pl and Type 3113 skalnlem, steei] r� Tilon HID T,ten HD Tir;,eadti F rl rHD3721:'PH 71- ill" I a2a.Lt Llroducil'Aaclel Number or Name l ite, 2 1 1: f N_'t T- FLa# �_"4 ;'16 Xil1lEV)116-41< X,) 1 1 X1 141,1224, X Sea III Product Tdodel, Number or N,uiic 1 Dsils 5 FC649 5, -r-B411 5 1. . 1- i L 1U1016, FPHSD3421014ir 2,h i:i,� I ),4l •0%41,l1 ' 14 PiH`;D34R'214 5K C2 4 LSF2F, LSFC4 25, LSFC• --i] '_-FC -F 5 I_3SC4 :L, PJISSC2 25 tISSC4 25. NISSC6 25, NCKVV�3& RCKV%SS -4 6, 84b5, L�'_ �4, S' 649.5. SC,6411 ` 1,�.( 1 48 4 14. '414 1, Xil76,1224 XQ76b1_224-3i<.. Froduct Description. I.F)lP Hilgh,bVenctri Al AdIrl tor "Onclirf",• '"ir III',,i rill FT-i- P F Tin Ad ' ;,.T XP j- ,sj FcIk.-,r1',,I I- ilien HL I brit, :Screp,, Anc lifor i-.,,Cretc e it ,1 316 , staflles:, 11ce o I t I I., I 11 II.i " i , , I.L.. , 11 w,;,� I, I Y Product Des Cnptjo,_ f 111 '111 Cie C),:a1neter Hey, WasherHead Drilling, ii - Metal Self. Droning, Tapping Scr"P,,r),.tI, 111=1 L n1 Point F-.1zing-R'lve X0 T,rippling a5clevea,It1 #1 Dril! Pont Product De,qnptl�ljl 1-, 11 , I n I' _,Imt rai r. , - I� ­t-�--J-Cllp 0 16 a ncl #12. 114 S!rong-Di v"'e FPHSID Elarning -W-CFS Self- Dniing, Tappoiji Screws Steel Framing Connector no r 1 11001 P,-S I-i"Iningi Connector Bypass Framing Connector llpad-o'-Wafllido f-c C.. 11 Ir. I i, I-) in , : :� t j- I1 I a: Ci:rm,cnr 4 14 Sprung D; ve.XLISH.Sn3uidertKl Seif-Drilling Tapping Screyvs #1(,I.16, #1 2-14r 7 -ipping Scrp'm,. CD _= I - > QD 21 -6-0 CD 0_ = 0 CD Q_ 0 CU -0 0) 0 = = CIO -cu Fn = 2- -0 0 cl q = C 0 ICU 0 :r= a+- 0 > cn - -0 E 0 AnL_ a) L_ :E 2. -P 12 ca. C/) < Z Z W Cn E =3 z CU CD CD > Cn 0 CU > 2 L_ CL CL -6-aam 0 Laal =3 U) CC O M W _J 13- SHEET NO. PA 1.2 HIAHWAM ARA3114I)ADE C OUN= # PRODUCT COMMOL SECTION 11&05 SW'6 sna Room -108, DEPART31ENTOF REGU, LATORY AND ECOl RIESOVRC ES (RER) Mn23L Flonda 33173-Z474 BOARDANDcooKADimisnunON DIXISION FOW315-25" NOTICT OF AC"CEPTANCE (N.OA) PGT Inthtstries, Inc - 1070 Trchneloo- Dtivc, North Venice. YL 342" 4 SCOPE: Tlav, NOA is being issued under the applicable rules and regulations goverunig, the use of constructionmates-ials. The documentation iiitmained has beenreviewed and accepted by Miami -Dade CouutyRER -Pro duct Control Section to be used in.Miami Dade C outitv and oiberareavwbere alh-Aved bar the Altilhortiry Having Jurisdiction (AIU'� This NOA shaft not be vand after the expu-3ticu date stated be low The NLiami-Dade County Product Ccintrol Sec we (InMiaml County) andoi te AH-T euiaiea,,Iorhei thiii-Ninnu Dade County) reserve the right to have this• product or material tested",x qualiry as*ru ance pwpcme,� If the �ncdtvct or material fails topertbimin the accepted manner, themamafacttarerwill nooses the expew.4% Lfsaditerites .sand the AHJmayunniedlaltelyrevoke, modify, or suspend the use of such p;,-tduct,:�j tintenal withui dieu jutndictwu RER re�.erveI:, the nghl to reIl this 3ccepmrice. if itisdeteinined County Pioduc, C onuol Section this ptodtilct oi Luxe-tal fatl,, to meet the requirements of the applicable building. code. Div, product is appmedas described beteta and has been designed to complyivith the Florida Building Code. uic ludw e the High VelocityHurricane Zone. DE SIC RIPTION : Series -5.4761770"Vinyl Shtling Glass Door (Reinforced) mn o 900 & 13.0corners-L.M.I. APPROVAL DOCtMENT: DrawingNo \W-5570,10 Rev B. titled "Vw0 Sliding Glass DoorNCIA(12\1j'. sheet I through 21 of 21, preparedby maniihicturei. dated 10,`05 15 and last revised on 02101}'21. signed and scaled by A-Lynn.Miller. P E.. gearing the Miami -Dade Coimtl Pic dixt Co nual Re%ision stanip with the Notice of Acceptance number aad e.xpuatioa date by the Nlianii-Dade C ounry Pto&ct Coj*61 Sectiom Limitations: L See table I (sheet2) and table 2 (slill fbirapplicable SOD unit sizes. de".,qzu pt e-,uxes. retrif'oteements types. glav, types. -,ill riser(see tables 11-1 & B-2, sheets 7-S) and anchor layout sheets requisemeats in I I dmi 16 2. Rigid Wlit e Tan {.N osi- wbite) Rigid PVC a ad l3t,:% \mz oated (Painted or Ismim Mifte 140 P�'Cto be labeled pet refereiiced'2\'OA slequu-euleuts 3. Epress, operable doors wiL,,,t cc-nnply with twain cleats widtb of hftgl.t pet FBC ie quii -nuerit- as ipphc able J. Pocket w-a& under separate appi oval, to be re%-ie%%tdbv Building official LABELING: Each undshall bear- a pemisto eat label with the manufactutter's name or logo. city, state and sines and following state ment: 14iami-Dade,Coulary Pioduct ControlApprowd", noted herein RE NEIT.AL of this NCIA shall be considered after a reneulal applicaltion. has Lvea filed and there hints been no chauge ui the applic able brudifing code negatively affiecting the performance of this product. TER_NfrATTO'X oftbits NOA will occw after the expuration date or if the* has been a retision or cbmw na the materials, use. audot manufacture of the product or prcicess. Misuw of this NOA ai aneadorwmeat of any product, for sales, aftwltising or any other purposei,,Aiall autouuticaUvterminate dlur, *.\OA. FiAure to coniplytrithsnit secti• ou of'thisNOA shall be cause for *vmination and removal ofNOA. ADVERTLSE-MINT: The NOAnuatlber preceded by the word,.Mitami-Dade, County. Florida, and followed by the expiration dace Haar bedispla)vdin advemiing literature. If anypostion of the NOA 1, displayed. then it shall be d.:ne in ItI, entirety. INSPECTION: A cop.,of thi,, ectuie N0A,,1Wl he proiided to the wer bythe nuunitfacmer or its distributors and shall be available forinspection at the job site at the request of the Building Offict it This ISO A revises & rearm'NOAX20-0429.05 and consists of 11hispage I and evideuce pages E-1. E- 2. E-: , E-4. E- 5 & E-6 n virel]l as approvvi document mentioned ab(nv. The sftmifted docuatentaticwtvas ild b-1- Hil L Chanda. PE. fM�WWX14ZDM=WCQ NO.A. INO. .61-0:06.03 9WExpirstioilll Aprill­l..'026 Approrat DiwNlarch " .4,20.11 Pare I PGT Indusnies. Inc. .NOTICE OF ACCEPT.�NCE: E17IDL10E SUBMITTED 2. Evidence Submitted under plreiiolits submittal A. DRAIVE`►Gs I. Drawiag No .11D-5570.0 Rev B. titled ­''in-vl Sliding Glass Door NOA (LM)". sheets I through 21 of 21. prepared by manufacturer. dated 100*5 15 and last revised on 04,22 �10, signed aud sealed by A. Lynn Mills. P.E. B. TESTS 1. Test reports on 11 Air Infiltration Test per FBC. TAS 202-94 2) Uluf(xm Static Air Pressure Test, Loadingper FBC. TAS 202-04 3) Water Resistance Test. per FBC. TAS202-94 4) Large Ntis-We Ia4mct Test per FBC-. TAS 201-94 5) Cyclic grind Pressure Loadmeper FBC, TAS 203-94 along withmarked-up drau ing's and installation diagram of all PGT Industries, Inc represerltati%v units listed below and tested to qualify Dowsil'791 and D owsil 983 i4hcotles - prepared by Fenestration. Testing Laboratory. Inc_ Test Reports No.: F T1.210-7. PGT PI%15520 P'll Fixed Window (tinit 6 in proposal), dated 091,03.44 M-210-210.1 PGT SGED 71 80.Ahumum Shdmg Gliss Door (unit 7 1A pfopo;.,i) rTL -20- 2107.2. PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 2 101.3. PGT PlAr7620A Alualintun Fixed W. indow (unit 9 in pyopoiall and FTL-20-2107.4- PGT PW7620A Ahutunum Fbx-J, Wuldcow i mut 10 iri proposa)) dated OT 13:20. all sjgnecl and sealed by ldaluus Ortega. P.E_ C . CALCULATIONS I Anchor %wification calcublions and structural miah-sii. ct-.Intp1yUig �-Iai FBC`I Ib Edition (2020), dated 04,22C)0. prepared by manufacturer. signed and sealed by A_riibonYLvnnMil er_ PE Glazing comphes,Xith ASTME1300-04, 4J9. -12 and -16. D. Ql'.XLM- ASSURANCE Nliatmi-Dade Depwinilent of Rlegtikoory and Econoillic Rewiurces (RER). E. C ERTWICATIONS I Notice of AccleptanceNo. 19-030.02 issued to Kurm-ay America. Inc. for,hear **Ti o1fotlk "traclear. Clear. and Coloi- PCB Glass Interlavll expiring on OT09:;24- 2. Notice of AcceptanceNo. 17-0808.02 issued toKuraraY America, Inc. for their '*1 , 2 3. S enni-Glast (Clear and Mbte) Gbss Interlavers expimig on 07 04 3. Notice of Acceptance No 18-1106.10 issued to Vision Exbusions Limsted for their 'Brown Coated (Painted or Laminated) IN -bite Rigid PVC Exterior Extrusions for Windows and Doors-. expiring on 09-3024. 4. Noticeof Act eptanceNo. 18-1106.11 issued toVmon Extrusions Limited for their series ­17E 1000 Tan 202 and lighter shades (Non-Nklkke) Rid Celhdar PVC Exterior Eumsions for Windows and Doors". expiring on 12,2,9�2 1. IshaqL Chanda, PIE, Product Control Uxdt $e"rvitor N0.46 NO. 1.1-0.106.03 Expiration Dowl: April 14, 10.16 �pprov. E4 PGT1udu,sri-ie-,, Inc, NOTICE OF ACCEPTANCE: EVIDE.NCE ST-B.NITT TED 1. Eii,denc estibinitted under pre%ious NOA A. DRx4,\11NGS 1. Manufactures die dial uw.3,-wd,;ectwni (Subinked err der .Y0.4Nj). I 1 -0 10 71 ffo) Drawing No. !,ID-5570.0. titled Vinva"31iding 'Dooi"NOA sheets I through 21 of 21, prepared by aLailuf.,;-tim. dated 10.05,15. A dv ed 04.05 17. ;,imed and sealed by A- LyInn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Statt v A:i- Pre ,Sure Tt,,,t per 1: BC TA wr 21C )21 -�14 Large Missile IiWa c t Test per ;F) , T.' 3) Cyclic Wind Preswre Loading per FB(_­ TAS' 20­y4 along with marked -up drav% Lngsand installation diagram of vmyl sl d xg 0 A by Fenestration Testing Lab. Inc.. Te��T Report No. FTL 871 J, dated 12 lC� 7 1 -Igneci alldi ieajed by Idabris, Ortega, P.E. (Test rep -on revised on 02154 6 and 0124 1 6,, I Test report on 1) Air Infiltration Tesi. per FBC'. TAS 2021-94 1.) Uniform Static Air Pre _,we rest jwnFBC. TAS 202-94 3) Water Resistance Test per FBC !A" _04. 4) Large Missile lnip.ic- Test per -rB(.' 5) Cyclic Wind Pressure Loadial FB( TAw_, 'CI {-04 6) Forced Entr- Test . FBC. TAS 102-94 along with madeed-up drawings and uisiallation diagram of vinyl sliding glass door, pie, pai:e by Fenestration Testing Lab, Inc- Test Report No F TL 8546. dated 11 0615- -signed and sealed by ldalaii,-, Ortega. P E. (rest report revt,,ed on 01,,'04� 16 and 0111;2016) 3. Test report oil I i Air Infiltration Test, per FB(- TAS 202-94 i . - T. 2) Undomi StaTic Az- F�-esswe p-ti FRC -k� '02-04 3) Water Resistance Test. per FBC. TAS 20.2-�,14 4) Large Mir5sik- hupict Test per FBC. TAS 201-94 5) Q.-clic IN'trid Preis iire Loading per FBC. TAS 203-94 6) Forced Entn' Test, per FBC. TAS 202-94 along %vithinafted-W drawings and instalkition diagram of %inyl sliding glass door. prepared by Fetiestra, tion Testing Lab, Inc., Test Report No FTL 85477, dated 12110415. signed and $ealed by Idalmis Ortega, P. E. (Test report revi-ed oil 02 1 -; 16) 4 Test report on 1) Air Infiltratioll Test. per FB ( . . TA 2112-94 I) Uniform Static Air Pressure Test. y-ei- FB( TAS-IfIll2-04 3) Water Resistance Test. per FBC. TAS 20-1-04 4) Large Nfissik Implact Test M FBC. TAS 201-44 5' Cyclic Wind Pressure I oadingper FBC. TA`) "1''1-94 6) Forced Entry Test, per FBC. TAS 202-94 along with uiark-ed -tip drawings and installation diagram of'Ill sliding glass door. prepared by Fenestration Testing Lab. Inc Test ReponNo. iTL S548 �ated 1-1,0415, signed and sealed by Id i1nits Ortega, P. E. jest repon revised on 01,,0+ 16 and 0_", 11 1,14,,, libaq I. Chanda. P.E. Product Control Lent Sup*rvi-or NOA 'I 11." ExpirstionDaw, April 14,20!6 ,kpPY,4`%'3 I D.1 f+ ' \ f "s I-C h :;, : (t,. I F-1 CGI Windows and Doors. Luc. NOTICE CIF A((1PTA.N(_E: E1*1T)EN( E St'B"MITTID E. -NIATERLkL(ERTEFICATIO'.N'S(continui) 5. Quauex Par, Super Spacer Standard cotuptlying avith AST11"i 0.881 BTU -in, hr.-fiz-`F, ASTM F 1240 WVTR-Pass- ASINI D3{?,& `1901G.Durability -NoFog-Pass 6. Quanex Palo Duraseall complying with ASP-1 C518 Thermal Conductivity 2.2-1 BTU -In, hr.-ft`-'F. ASTM F 1249 UN-TR-Pass. ASINI D 14 �4 Argo,,-, Pcn-neance-Pav­ A7\1 117 2189 LG, Dtirabilin-No Fog. ASTM E 546 Dew Point Development m 48 tars. (Siftifted under ,VO.4 Na. 15-0400. 05). Vision Extrusions. Ltd. Pam cowl-visis wall PVC-AANL-k 30,­13, Nohnitin Specificitiou T for Rigid Polyvinyl Ctloride (PVC) E.�ienol Profile-li I . .. I �._ �, ,I:1 _,. Z % _I AAN1wA Feiie-iii-ition Exterior Profile Certification Program (Subol underNOA.Vo. 1.5- 0409.M 8 VisionEvisions. Ltd. iSubmifted ande-r.V0.4 l 15-0409. 051 9. PVC-AAINIA 303-13. Voltintan', Specifil for Rigid Polyviny3 Chloride (P\,"C't E%lefior Profiles fo,- Vision Extrusions Ltii -%EX-1 AAM-1 E%!enoi Profit" Certification Program 10, Notice of Acceptance No. 19-1217.14 issued to.Energi Fene,uatllln Sohirkicli.. USA. Inc. for their "Tan 3040 & light shade (non -white) NNIfte Riod PVC Exterior Ein-uslons for Windows and Doors", expiring on 02,04 21 11. Notice of Acceptwice No 18-0122.02 issued to Lixig'I I' %-lie A, h-l", l.,ll their series, White Rigid PVC Exterior Extrusions for Windows and Doors'. expmng on 02,18,213. 12 Notice of Acceptance No. 20-0203,03 issued to Energi Fenestration Solution, USA, Inc. for their *"Bronze & light shade cap coasted White Rigid PVC Exteilor Exiii-tisions for Windows and Doors". exTiring on 04, 16 _': F. STATE-\EE-NTS 1, Statement letter of conformance to FBC 76 Edition (2020). dated 04,22,20. issued by ..1-anticturer. signed and sealed by Anth,,lr, L-aw Nlill,ef 10 F ,I S tatemew letter er of no financial interest and of independent. issued by maialf acturer. dated 04 18,20. signed and sealed b*Y*A_whou-,- Lvwi �XUer. P F. 3. Private L ibellile Ageement document between PGT, dated 03,.30, 1.5 and signed by all im0md. parties. G. OTHERS 1. This NOA i i-Aises NOA# 17-04-10.06 (PVT wrCGI).-ind updates toFBC'2020 (7thEdidon). expii:aiIg 04 21 11 CILInda. P E. expiriiag 04,14,21 Isla I. Chanda. P.E. Product Control Unit Suporn-ot Expiration Data: April 14, 20' .6 .kpPlo,11 DITv Nllrcb ::.2o.1 E -5 NOTIC'EOFA((EPT.k.NCE:EN'IDE.N(E-SUB.NHIIED B, TESTS (continued) ()n I i Air Infiltrau-011 TIe-.-*,. I)er FB(-. TAS "CO-9 .4 _1 I_Tnifmi Static Air Fleszure Te�!�l per FBC TA� 202-94 Waier Re,s; Ia%v Tesi per FBi'. TA , 41 Lif i-ze In-1a.. .1 Test ptr FB(-. TAS 1 -C,14 5),Cyciic Wind Pire-,stwe Loading per FBC., TAS 6) Furred Emy Test. per FBC. TAS 202-94 alon q t% i*h in.atkcd-up drvaigs and iLsiilLation diagruii of vilyl sliding glass door. prep ,,F* N;5sb,' -nt,riT: rl,2 Lib. Irx .Test Re,on o FTL S49dited 1106 1,igned aw d Orp�r o1L"0 16'ts,�. T-'l.t 6. Test report oi-, Au''Itifil-Iratwu lest. per FBC. TAS 202-94 i-'alfun-ii Static Air Pressure Test. per FBC, TAS,202-94 3)"Katt-i Retzilarice Test M FBC. TAS 202-94 TAS201-04 5) Cyclic \k_uid Pfe�'Aire 7_cadu-.,,- per FBC TAS 203-P4 ,iloag with mirked-up drawingsarij uisralmon diag rii of%-;n, -1 shduig glass d",)o!. prep bF elle ; r rj II 4T e. ;tuw Lab, Inc.. Test Report No. FTL 8552 dated 12 04 15 qlied ant selled b-,- lclahi�Uz Orega P E !Te -,r ier on revised oil 0-1 1"'' 20 16) 7 Test report on 1 , ualfovn S.,.4%c Au- PresQire Test� per FB(- . TAS 202-04 2) Large Nlu.,,iit Tet pee' FBC - TAS _'() 1 -04 3) Cvclic Wink! Pl,-e.',Alre Loading X FBC, 1AS 203-94 it it h wuked -tip drawings and installation diagram of Ninyl sliding glass door, prep,: hv Fene Tc­ tine Lab. Inc.. Test Report No. FTL 6638 (samples A-1 tbru A-22). d 11 1010 Cxit�c-.P E 0107.04) �S Test report on 1) Air Wiltmtion Test, per FBC. TAS 201-94 2) Uniform Sti!IC- Au Pressure Te,r. pei FB(-TAS 202--04 3) Water Resistance Test- per FBC TAS 202-94. 4) Large Missile Impact Test per FBC.. TAS 20 1 -94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-1.44 illong with ni.wked-up dia*,vw21sI and installation diagram of 1,inyl sliding, glass door. prelxi­ byFenestratiou Ti tjig Db. Inc.. Test Repol FTL6337 (saniples, A -I thru A-5). dateJ; 1106,10.,ugAed and sealed by Jorge A. Causo, P. E_ (Ignbinifted under.YOA.Yo. 11- 010 "? 09) CALCULATIONS I Anchor verification calculations and structural analvsis. complying with FBC-2014, piepa-ed lr, PGT. dated 12 091 Said lait in-ised ou 0215 16 si!--nied.-md sealed by Anthony LN,LLF-i. P E Lob wvied reenter .VOA .Vo. IV, Glazing complies with ASTNIE- 1300-09- 1-6,%q 1. Chaud-t. Piladtit i C�urrol Unit Suptry NOA No. :I-0:10 ExpiratiouDaw., April 14,.' fl rhw Marels :;..' E 4 P("..'r ito,vt, lies. Inc. N OT K E OF A(: ( E PTANC E; EVEDENCE 51"131UT TED 5., IN eiv E Odenct Submitted V DRAWFICGIS I Di,,v,-LncNjt AED-55-0.0 Rev B. titled "Vinyl Sliding Glass Door NOA (U-1)­j sheets t , hr")1:0) 21 piepzekl bv tnanufactiver, dated 10,0515 and last revised on 01,012 signed and sealed by ALynn Miller P E Nore This revisioti consists replaceniew of 's une e.xasting uistallaiion .rev., with flat head. B. TESTS 11 None, C C AL C 1"L AT 10-NS I None D. QUALITY ASSt"R_kX( E I Miaini-Dade Department of Remilaton, and Er ov<)imc Resoofce-1 ilREIR _ALA.'IEFJ'AL (ERTEFICATION -, I. Notice of Acceptance No. 19-0104.02 :ssutl to KuiaiaN Ainet 1(11. Iuc. lot,Bell "Tro4fol'*, I-Iti'acleai-.(*Ie.ii",and Color PA-BGlass lntei,laveii"',exTumgonO7,,O 1% c e No 1 '-0808.0 2 issued t o K it ra ra A, A me i Va. Ills. fu r their "Seuti, vGlasi (( leal and "Ilir'?4 litterlaN vus , t%p"ig mi OT01, 13 3. Notice lofAcceptance No. 18-1106, 10 issued to Vision Extrusions Linwed for their "Bi Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for WindoV and Doors". expiring on 0930 24 4 Nonce ofAccrj,,TanceNo 18-1106.11 issued to Vision Extrusions Linuted for their serii ­VL 1000 Tan .102 and lighter shades (Non -White.) Rigid Cellulai PVC Exterior L in usions foi NA indow s and Doors*-. expiring on 122 0 '2 1 r TATE.NEENTS 1. Staieukftii letter of coni,)i-lumce to FBC 7" Edition (2020). dated (1201 '"1 issue Mlallifi,ctuv-r. �iqnedarid sealed (�lv Ai-.thonv L101=2\4iller, P.E. 2. Ptivate Labeliag Aziotli-lit dated 03,,'08!2l between PGT hidu%trtesInc slid Windows and Doors Inc.. signed by Dem M'. Su.uk_ P.E. V.P. Eagmeciiiq. on beb, both con4)alie s G. OTE1ER6 1. This NOA reilses & renews _N0A# 20-04 29.0s �`PLA w CGI). expiring !A 14 16. 2. The cul associated PLA CGI file -0205.0 1 e%jytruiz C4 14 16 E -6 1-h,vq 1. Chanda" P f Pvc-dllict C outtot L nit Suptni:or .N10A No. 211-0N6.03 Expiration Dai*- April 14.20'.6 cllIt L t 1 i I P I f - L IDL L S1 BNfff L D Devanment of Rem ta t ciqvand E cuuvauc Rtica 111 1 1 f K I LF It. 0"I, i,,• K 'tN 11id""6 rIid 1", A i 7 r Lu i a f�, I, i ve VE qj, jjlfN- I", I 'l "t i `_ll lt til1j (,q -o t I,. I oiq,lt,ll !I,t ].:�J 4. '7 12 1 a'S'wJlCd IL"dj, TAN md Li�:hl­ '-diatte- I�jaid I N"(1 E xtei ior C4, �21 ;1Hd Dool dated 16-6,12 f� E` I F Pi, t,1, ix ot i S, olhi t vi S-A k ql:..'.�,': Whill� F,izid P\ t I Fxn li-voit- foi AN b0c.M-sawl Dctor�, dated 'I u-nl tiv EX O k 0 Iv! t A, t 7.6 on I i 04 I.-Iti,idear, (Aear and Color PN-Bbitei -:1 o' FBC -51hLdjfk)n 0014) 1,4id f BC-61h Edition fc ofifomuxtce ,.A- !!v livinufacnirer. dared 08 14, 17. ;,Iaued waiol 'by Lywi Nb.&T. P E 1� et f I 'f lab (OL1jvL,il.-_-­ pail Of tiff- 31XWe test ICJ?011. 0 T JH"R 1 '_ I i 7, D f ircL I OCT 7 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a) a) C_ to -FU > a) 2 C- a) a- 2 Q o CU -0 a- - M .1�-A 0 a) Cn QD 0 .0 U_ CU 0 > M -0 E 2 co cla CU -,0. .4-0 _O .c Cn W J C Cn CC 0 L_ C:)L 0 0 CL L ca W ri SHEET NO. PA 1.3 27,202 W (1) C_ > C) C:) MIAMI- MMMI-DADS COUNTY L___ C)- 0 --- =•X"M PRODUCT CONTROL SECTION Cast -Crete USA, LIA Cas(-Crete USX, LLC V i "A I LC (3) C)-0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474Cll T (786) 315-2590 F (786) 315.25" NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED NOTICE OF ACCEPTANCE': EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SLKINII 1 [1-1) C) U) :t_— NOTICE OF ACCEPTANCE (NOA) ~*.miamidade.2ov/ecPn0m (D 7C3 C) 70 I . EVIDENCE SUBMITTED UNDER PlaVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 I-XIDI.NCE SUBMITTED UNDER PREVIOUS APPROVAL N 14-0903.03 _0 r__ 0 0 -- (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS ORANN I N(;s 0 = Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD46 IZ titled "Precast and Presiressed Lintel Details". sheet I of 1 i)reo�wig No. fi D4612, titled "Precast and P1 L.511'CNAed Lwel 0claiLy street I or t__ .0 LL- M 4CU prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, 1). E.. dated March -14, 2003 and Drawing No. doted 03124103 and Drawing No. LT4612, titled "( 'USI - Ct-ef L, 4 ". 6 A I.;' 0 CZ 0 > U) SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load 'tables ", sheets I through 3 of 3, prepared by L T4612, titled "Cast -Crete 4 '', 6 " & / 2 "Lintel Safe Load Tables'; sheets I t/n/f 1.5aft Load Tables", sheets I through 3 (�1'3, last revt�iwi datcd 00 121, 14, ah 70 0 0 L__ This NOA is being issued under the applicable rules and regulatiom, governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, law revision 41 dated April 28. 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last pri �pat ed, signed and sealed by Craig Parrino, P. E., on 0&19, 14. - 0 Q_ CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawinXs signed and sealed by Craig Parrino, P. E. revision dated March 1/, 2008, all signed and sealed by Craig Parrino, P.E., on -I-- U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. 1. S, 1'.1s (AHJ). 1. Test report on flexural testing on 4 ", 6 - & 12 " Precast Concrete Lintels Filled and BTESTS B. None, This NOA shall not he valid after the expiration date stated below. flie Miami -Dade County Product Control Unfille(lModels, total of (13) concrete tipple! specimens, perASTA4 E-529-94, prepared 1,LATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110,03. signed and None. ( ,!, !d, ai, in s (n- Ca a-Crele Lintels, dated 0811912014, pa&,, v 14rri ihi,) ;4 4, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by ChristopherA. Minion, P.F.% C. CALCULATIONS P! J-.> ( i-,iig P, irrino, P.E., signed and sealed by Ch 1ig accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 0 If A LITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated o_),,29,'03, 207poges, prepared by Cieug D. QUALITY ASSURANCE I, 11i, 11ni-Dode Cotent,. fails to meet the requirements of the applicable building code. Parrino, P L. vigned and sealed by Craig Parrino. P E ci� 1. By Miami -Dade ('Ountv Department of Permilling, Environment. und Rulale)rvAffi7irs. 2. Calculations for C'ayi-Crete Lintels, elated 05129103, 140 pagvs, prepared by Craig I'his product is approved as described herein, and has been designed to comply with the I ligh Velocity Hurricane Parrino, P.E., signed and sealed b.i 'raig Parrino, P. E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. 1. Nf One DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATE IIIAL CERTIFICATION: 4 )1 IIFR APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Ojudit),Syslem Manual for Cast -Crete Afewhine A&ide Preellst Linfels revised on May 1, F. (OVER "'.utter 1rorn Cast -Crepe X I /,,ic --joic,i ­X / v 'W.' 6• Clajx z prepared by Craig Parrino, P.E-., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 1211 I 2002. 1. Letter from Cast -Crete Corporalion, dated February 03, 2012, signed and sealed RE, cerlffying compliance ,vilh Me 1'1(w.t1i0 Lintel Safe Load Tables", sheets I through 3 of 3, prepared lb� Craig Parrino, P.F., dated March 24, 2003, last z Cast -Crete ()tialitySysiem Manual for Prestre.vsed Products dated 2002 by Craig Parrino, P.E., certif ying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. !,1 111M ITHA) U'N 1) El R PPLEAJOUS APPROVAL # 17-0821 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 08-0320.09 date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant L Drawing No. FD4612, titled "Precast and Prestressed Lintel 1),-tails", sheet I of 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Mlami-fl:tde prepared bl, Craig Parrino, P.E., dated March 24, 2003 and Drativmy, NO 174612, tilled 1. None. County logo. "Cast -Crete 4 ", 6' & 12" Lintel Safe Load Tables", sheets I through 3 o/ _? prepared by RENEWAL of this NOA shall honsidered after a rvnc�kal application has been filed and there has been no Craig Parrino, 1'. A.. dated,14arch 24. 2003, last revision dated March 11, 200 B. TESTS S change in the applicable building rudec,�de 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 1. None C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Alone. I IN* lS'VRANCF product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS I r ', , li, I w,,ii 1kparfmcni i,J Regulaiorlv cm,i 1%, on-Im, ii', mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE CERTIFICATIONS ADVERTISEMENT: The NOA number precede(] by the words Miami Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade Count. Department ofRegulatory and Economic Resources RER). .4ATERIAL i None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall I. By Miami -Dade County Building Code Cumphance Offic, be done in its entirety. F. MATERIAL CERTIFICATIONS 0 1*11FR INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None 'Onipliance Letter with the Florida Building Code, 201 , 1,,*o`j/ mit. 11%sued by Covi- shall be available for inspection at the job site at the request of the Building Official. 1. None. r. 1 'S Im dated 08108117, signed & sealed by Craig Parrino, i " I This NOA revises NOA # 19-0 130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E- 3. FA and �b E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,/Iielmy A. Makar, P.E., M.S. "'.-Z )/M Ifelmv A. Makar, P.E., M.S. )VI llef Irny A. Makar, P.E., M.S. . NOA No. 20-0630.15 ct Control Section Supervisor Product NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Cfmt rfil 1,vown Supervisor No.-k No. 20-0630.15 MMM ECO /X4� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 04/11/2023 0j)Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Page I E - I E - 2 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBM IT' I F 1) IN 0 FRI OF ACCEPTANCE: E Nj 1) ENCE SUBM UITE 1) 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE st.amurrED A. DRAWINGS A. DRAWINGS None. 1. None. It. 'PESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. I. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade Cosimy Oepartment (.?f Regulatory and Economic Resources (RER). OCT 2 8 202211� E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. Atone. V F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Virtual Review Assist. Inc. Crete USA Inc., dated 0&108117, signed & sealed by Craig Parrino, P. F. Crete I.N. 1. Inc.. dated 08108117, signed & sealed by Craig Parrino, P. E. Plans Review completed and approved 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 A. DRAWINGS Crete USA. Inc., dated 06111120, signed & sealed by Craig Parrino, P E'. CU C- 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > U) 1, prepared by Craig Parrino, A E., dated March 24, 2003 and Drawing No. LT4612,, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I O through .1 q0. prepared by Craig Parrino. P.E., dated March 2.1, 2003. last L. > revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. F.. on - January 22, 2019. 0- 0_ B. TESTS < 1. None. C. CALCULATIONS +__j 0Z3 1. None. _0 D. QUALITY ASSURANCE 0 1. BY Mmun i- Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. U) co F. OTHER co 1. Article of Conversion for a naive chanKe. LU emy A. Makar, P.E., M.S. (2l;il Ilehn) .A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/111202.1 Expiration Date: 09/1112023 < Approval Date: 08/20/2020 Approval Date: 09/20/2020 _j E-4 E-5 SHEET NO. May 27, 2022 PA 1. 4 i LI ECO imc LLCOMPANY rT t'�Ttllir3 & £Ff110irh1ErrtrN.....,,._ .. mlrr I,rr."'- N.t1 N r .A I -...« %. ,Ill•. •w P R o D U G T �YAJ.SI.ATi_4d_t3EPORT REPORT VC) 20-0726.01 DATE .uy 28, 2020 PRODUCT CAt1-GOR" `✓,l',(INs PRO}UCTSUWCAIFf,;r)Rv- I I.-Pu,yr-131% PROOUC7 NAME., 20 GAGE 4ALVANIUd STEEL STORM PANCL MANUFACTURER: Global Prot'or tlon Pro4cts LLC. 4WO S.W. S I Str4;W Davis, Ftar4633314 I PURPOSE OF EVAL.UATMII Tins is.4 -rr',iL.zI E vahirrtitin Rlspprt IRrlRnO try Walter A. TIt11t, Jr.. P.E. (System IDS 1 W6) to the GlCOSI Prolection Products, LLC Rule Chapter No. 61G20-3, Method 10of the Florida Department of Business and Professional Regulation. This PCWLct It :-,elan(. issued an Evaluation Report as described heroin, and how been verMied for rorlipltynco in utcurtrAt,,-1e ortth trie 20: 0 Se.tinttl Eilllran of the F frindn Birildkng Code. and to verity that the WoO%jcl Is tar The purpos4 niondemt at III sl :'I ,, I, ;lent to ft! rootllrod by the Code This Pnt;i 1, t i:'W,1ltyfir,a,n RRI shall be ad to review and rawlWw in caner of a Bu'MSir'Ifa r c, P c.t .'u;l:.hat "lay e•8ect its Iirnkalloras and condition 2. EVIDENCE SUBMITTED: 2.1. PRODUCT [VALUATION DOCUMENT (P,E,Q,): Drawing No. 20.176. titled "20 CAGE GALVANIZED STEEL STORM! PANEL" %hosts 1 thru 26 of 26 preperoo by Tltteco. Inc . signed and scaled by WaI Tillit, Jr., P. E.; dated 07128,2020 Thfs drawing i4 an integral part&I,,i .., Evekiabon Repot. a� oil . 7f • T\ ' ~_ " 4 �• NO 44 4 .t * wZ lI ,A f'r.tl°i sirtol.6uft 3ai, Siiianli, titrikw i'ti6f. - lijime': li'*31971-'1'aaCj !$ r ",k �4llttAh 'Cil'ti rKotlt(:i l:1 I.t: mitt,,rrrroxt-._�l).:vlr-:ab[ ; 22-TEST REPORT'S: Large rniSlift,mpact and rarlgue'toa'ri tests wysfrs perfoinw,rtl w4er Ilfvttlt,,.,,: 20'1. 2U3 as per geebor, !4SZt: c,t t: tr r-*�ortda Biitidin9 ('000 Unifo" date 91oada as Dor TAS 202 Protocol Test roports prepared by Hurricane Engineering a Tasting, Inc . R•ariorts K IM-589 dated 011/C911096, 090d-5,T(1 dulvd 09+"16f1'D6tl, 096•T30 dated 09!7.0/1096, all three signed and seal" ty Hector M. Medina, P.E., Feriestrabori Testing "Woutory. inc. iepodiii * 2032 dated 041II&I )98 and it 2120 datrrd IOIOS;19O6 witneasa<1 by Gelber ()iarron3, P.E- and Report No. 0219.01-M. dated With 4, 2009. signal and •gated tr; Fdmurido Largaospada, P E. and Henry Hattem. P E Tensdc tarsi rr -)rt r4o. RCM.197 ,-v /2C: Vetaiuri4IL.Yi, ins. datec lviarrh 13. 2000, signed anc %show: by I'runi, Grate n L 2.3.37RUCTURAL ENGINEERING CALCULATIONS: On 20 Gogo GoMtnaed Stoei lor»r Fnn:wi for m&r,1,riurn rlarw,i i.,.ngth vs. design wind load. as wet as maximum anct'or %/;Twin+ vs gor,anin w,inti TQac w 4 panel fanglh baser, on ravonal and compardlive farlalysis, jinr r accor(%,Int.e with t:odlon 1616 of ltxt Tioildo Bufiding (`oeJq,s C ,iWabon6 prr4r-grad icy T-piece). Irxl , dated I I0031'08 ano 03/' 2t15, stgno+j ar id 'a«arrakw by W'ata4er A. Tlllit, .sr. � E 3.MIS SILE MPACTAESISTANI Large misai°e impact under section 1526 of the Florida Budding Cott& a4 r- TAS if)'. Or,Ak•co' 4. WIND LOADS RE-SISjANCE; . ? Gage Ga vanized Stool Storm Panel has been verified to Gust..', ­,,i press,iroa. Ainxirna,`m;anal length shall bees Indicated on sheets 6. 10, 14, 15, 10. 19. 25 a'xl 26 of 20i of W.cdu.' Eviluntirin Dorurrie,V (P F O ) drawing No. 20.170. Maximum Anchor Spacing shall be r"ia indtcawll on sflr'• ^• : cl 70. 11, I.I. 15, 17, 10. 19, 20 25 end 26 al 26, of Product E!rtifuabon Doc:ur-nL:n: (ii E U drawing Fin 20-176. 5. LNSTAI i. ATiON; Irstasal-ion rtluEI be per'otntad strictly in acc'ordonco with detjos "-•dirmisd on si 11; 3 hill 7, 10 three 20, 23. 24 and 26 of 26. of Product Evalu>, (P.E-D.), drawing No. 20.176 MIMmum %ep,aralion to gib - Indkated on sheets 8. 14, 1£. 25 and 26 of 26 of Predict Evsfuutwl' L:.,cuiati:,. (P.E.D), dewing No. 20-176 .tWU 1111ag11 r�tt�'N'4,;t,a 111.1/l �, " ' 9 %_ r- a A ? i.. ji ,.cI,y i,, x * 1 41.,. .,,� \.0X,- fjItq o'` IF y L r ' S+t�NA1.'t10,. M7a.1.1l-.."".,. --• . __ . __ _. _ ....I .KRAt N► Tt - tarla r* a taK sa.war'm-MMLAtEiM IN" r I. w ;pox -1 f CAMI '1:1A AM P"' W '--AA ,Aw..,. v,k-:.,, , n ...- 11.-,rs1: "ALI .ao.om WIds. K ,u,c Irxtr• M. IKW... W - ..1-1- r... •114A Ao,tt -w, ra " oMWX7 1%k WTOM 40[.t111100 111`1[0? 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LIt. 11 a•� JJ 1 'ti ti - - -r• . . t1C EN�r_ W111r1. rI . i -r' rl.Obpla OVILO flc COOT r1 Yr,t tt M�,� _ _ To-it,Il r - .rArMr r tease Alta K ,a r'•Aru .." n e * 20 CAa[ tIRL'YAre7ID 1rTtm. i1Pa,ht rAAtY .... . .,-"t .I y tlr i Warrra dI. �t w��_ TEGTtON ttROOtrC15t LLC 1aJ; 0a.,0 'L E C O IAt .May 71 11 1" ul , d+Ml'.� a M.- d 1 CILIUM "` AL '�L"`iAr•"' •• +14A Ir wee,. i eer a.MAA a•t... +w rla.ra-MM«' j 2'3- : 1. .. r w i aR111 A ilir Y. t. r It ,a_ N., i..4 ��I�. ... f a,,,' EUDDL'C2 Y1 Al.a' 4TLU I; liti"Au �.v. _2"7zLjU ! 6. MATE RAAt.-_C'HARACIERISTICS AND SPECiFICATiON$: :hall be airrcny in accordance w0i Galimml Notts ano Cornpon®rg3 indicated on t:heol 1, 2 and 22 of 26. of Product IL• valuaiion Document (F/ E D ). drawing Ne,-20-174. At„W her apoctli .o6ons Ithei; be »t% .,,.!.:-Nerd on sr oat• 1, 7 orrJ 21 vt 26. of Product F.wallualson Docurrir,ni (P.E D i drawing No. 20-178. 7. LIMITATIONS AND CONDITIONS OF USE: 7 ' .;,dl I•-_ ,,. wl Genatal holes No. 1, a im 14. irldicalucl Ore ..", . 11 I .. s ,ie Gerleraf Notes X 1 lhru 4 an0 11 thru /6, IadicBtetl Oil A!•siait 11 �f 24 "it 4�.-A Evii+ualxln Dowmeril (P E 0.). drawing No. 20-176 prepwwl by 741r ,rn Irf: ana s ,ine. and sealed by Waller A Tillit, Jr., P,E. 7 2. Product may L,o irs-I, h«eS within HIGH VELOCITY HURRICANE ZONES at, 11onnoo on se:-lon i020 : of trio F}urtdit 8ut1:fyrg Code 7.3 Product shall only be instanec: inw th=l,,vd curcreio, concratat' 01o'ck, and wow fra'tTe st uaturtas. ProdwA Evaluation Report proµareo :y WaIltir A T Wil Jr . f E (F #sntlir Lrr,pris r No. 44167). President of Tilltaw. ft. (Flonds CA-GG067191 I111-„na1N.v,Nki�,,� a'`,_ . ✓ S 1� ,_1C `'t 5, - �?_ •. 44167 1f! •* c* t,a.r t q- Srw0 I ) .iA r L. .i'7 Ir?t1.VI)NNIC-)R1A P.1fl#P"T,T0tC'1.OGASPfl01`CTV>NPNCDL)C7li it C+'at,0ALr1 1.k`'1M(ar. • -J.L'.-':»urPf44CL.DRMKIAbIM1Rt►o4i423omir Z��T_ILEEC:,0 12. � T+LLIT TlESTING & ENIQINtI"ERtflRO fioARAPlifYlf III i.N-IE9'f '. f . lit r,"', Itl IAR,O 1)1 t. l 'I' \ 1 I I'•!,'1Q,N.EL,'ILr I.I. . TMmr t REPORT NO.: 10-0727.02 DATE: July iT. 2 i'4 PRODUCT CATEGORY; BrAm rs PRODUCT SUB-CATFGORY: Slum Paneis f XODUC 1 NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUf At:TURE.K Global Pro!409f1 ProdUcts. LLC ,IS(X) S.W. St Stneet Davie• Florida 33314 1.-.eVRP_QLb Qr LVALUAnoN; This is a Proldud Evaluation Rewrl Issued by Waiter A. Tlllit. Jr., P.E. (Svstent 10 0 1906) to the Global Protection Products, LLC. Rule Chapter No. 61G20.3 Method 10 of Ifie Florida Department of Business and Professional iiogulatton This PMOUCI is being issued an Evaluation Roped as duscntisd heroin. and leas bean verified for complLance in accordance with tho 2020 Seventh Edition of the Fio'fdal Suilding Code, and to verity that Jv prwuct is far the pulposo intended ,it iei,ist LIIgwviMeril to thtil re,Wirml by the Code This r i4rlrrr'I Evaluation iitn.: ,, "•:l ::t' iu1L,t't•;:t to review Wu tt!°rlaaot III t:rF:$(G 0 ^a '£i1.flkling Code change aw may asswo it% + tlal,il.r-,° ty and cowliti'ons 2. EVIDE.NCE_SUBMITIU.; i,1 PitODUCT EVALUATION DOCUMENT.(P.E,D.): Drawing No. 20.175, biter) '24 GAGE GALVANIZED STEEL STORM PANEL'. sneets 1 thru 18 of 18 prvparvd vy Trkaco, Inc., signed and sealed by Walter A, Tillit. Jr. P E.: dotod 074712020. This drawing is on inte�(,Atrl1'rf rjf, EvaluulaonReport ,t, •,.:..• t/f"� `�`�' `tC&I - . Ile �9p t� r r' AI.,--ft 4'11B7 I * Or g.1 * 1 5'ltf !tic : -; E � e. "IRill. ��, . 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' and t i3 of 11°l, of P ,, .- , -... , . 24 Gage Galvanize r, worts as a rlon-poet . ,c • t ,o N -A ,t,I,, �, al ail NV P} 6l, k1ti1ltU . LVALLA110-N I1lJ..XTt \(.K, d: i�i,:.' : INSTALLATION: a! b9 ro.Ttormed airici y to a*wrds.xtt vvith oma1 s la i� (,,ale l t,rl ,.I ,.,.1 , := t, r- 'I, , 4' • "s. " PrOdu,;'' Evaluation Document (P.EM.,), <.tnwin nt •:a 20 t'S '-'. ... •r.• tltl.,,%,, ^,a,rlGt t"; ab 1,,,, nd'it,+,L,Q 'V" 6ioIi0,a , LA. '.A ' ,;I 11 r . . •I )r," L ,t,,"'Tnl"n (N.E_D J. drawinng No. �c- 1Y4. 8 MATERIAL CHARACTERISMCS AND SPIECIFICATiUNS: ,1V L"- t. -t;y .I, Kc.,;v,t:amv with General Notes wield Components Intkcate:: or, •) ,t'1 I ,' " i -If I It, nr ProdLct Evaluation 0ocumant (P.E.D.1, drawing No. ki) 17ri still , • ,1,i i•.r ,1!. inotr:azea on sheet 1 of 18. of Product I i , , -I - Afawlrxl No .10.174 7. UMITATIONS.,AWC.CN'I ITIONS OF 0 ; 7 1 'Share �6 Rif -my In roerviiiince with G decal Notes No 1, 6 thru 14, rtnclii;IlPt,-, (>it %heir! 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I ranL 1k inmd., A L► U W N[ [ NM6 iEJfA'N[d3'f :'1 rlEifeAlo ('rr7 •Iwh tlK[c [f0's'1Y [7" AVlear WL11 LO4• L`/rr.; ., 0" ", PLC": I' (OS4) tse•0666 1 (.a►) 3" 99•9 rt•'°nlrcttef•IecE.►nti caw t, 1 I1 <E�, ell 1�1111 LID , I .. •" 7g rlw 5, M 5 (._ i)4 __Ayr,x it i L � I ��I a. waJ M'. rrPy,}rrw,eP.tyt 51 J � ,1 ..w,�yt.. yrt E1 r. •.. s.+e" u'•' - J' . «%� '. ... ,.Ilk r> r• , j I' .1..A;;.i�.wiii�l •/ w'1_._. a.�P'1, Elie, .. � ., .r if w ,if Ak►X�.. J9.rrll � k'A: �1 < `` wall, .row Leriw r . U)15 It 77 ■ , .•.,y ., ^m r5, r 1 r `aJ • `tf i r tr Cie ,Lt tL I 'I'..•r�•r� ', Ct. �:`) 4 •,r.� .•'ram ,',,9MP� .. qI • r= [ IN .�YeYe ��x ��:,:rare •e[ r ' 1 _ all -61 r /1 t • p 1 1 ' J/X r` efi 'V' r•erri J.1 I � 1 i \ •>t1 20 t ,J { IN.1UkIeATIQN QETA.1_0JOR SERIES 29QQ E-Z IN.TD__PQV_REQ.._QQllIrnTEL WNCRETE,. BLOCK ES f I.'V" .. 11�'.11.l . t,rAwcrl % rwu y Nt rrraw c ii "f y ,,.•. '.r-a".' 1.,.'' S� Ip I _I •,rr m.,• f � r`rj • +5n'ria .L 1 f r v+r.xr•x,ls• I t 1 I '•ru, i 1 t 1 1 1 7 ♦ . 'k?.,':M, Apr Yr'A•"eki M,J�M C1. 4,. a e w •p" '. !'LAN: +M 1( nM . rt n11.0 r WALL iAQUbMNG sE_C_71OM r7I _ 1 r •w•:7A,LAT0p AN( [,K,I le,' f:_4 W.> , f°RESS..,P! PIAIIrV(: •/` •a0 ..' �'+•' I ! I IQfI rt'nta IetiK rriwr _,• ,'e,. f •.,�__r.„_._....,� M'° YL SCi: Yfi+tw •.. N N[trAtIP! L76 OR•"_ r, ft � ;5 CA C:a •: - IL01110A Pvt:Ltf•1L COCA (Men Mr•n Y+x(' Mh+rto 4 Z:�e _ t 24 GAGA G&VAPAZE3 5111: 57M ►A14L un• roJ• 1 " L C C C? IN S , 'Q.06AL PROTECTION PRODUCTS, tic., , `f` w va•.+rt.'a•r _ ALL AMERICAN SHUFFERS AND GLASS 1-a(w (.A( VAN[ZED STEEL STORM PANELS (HVHZ f't N04 t''. •O,. r'.i' kw?t14 e(r11 I riar M. WQ trp..• 'T T, ! 1 M .. '• Art rt+H { r C txwA EXONl rr[IINI rt'tt a:S:! ,rLt,r {it ,Ili ' Or• �. r . t TYPICAL VER r ICAL MOUN i ELEVA r ION r sN "WIT [C'17htI rYr[ l ,• A tr Orl9� VAy e.hrrA I , •MYAIet� • � i i 1=4 Isr -_.... �..JI3tLM1p91 -`T- --oil our;ih Mir YU,1 wctr'SM aCNr.•(Wtr J �Lvw rAh!•ui vLr ae t -, : a> 1<}JI+! • ' r �•... N !WtNrt't 11 1•l ttwa,t 1.IYA •e;'` I , mf1, AX'+rf3M1 Alr I I C •rt r 2 :[T4.11. N. ( Mi. - t TirMkti AMJ t 1 H :. ,X#, ttL#. ;+7; 'r•Ar L O ,r -' M :I.:: VERTICAL. MOUNT ELEVATION � (NOTCHED PANELS) 3 4 • S i.11'r t•7.':M Ij t-iAXIM01.1 Al I 0WA81 F DESIGN Pt?FSSl1kFS DFS16N NOTFS vi • Ar Li. 1 1 II AI +'°e IJIttI lu '♦[� tie r r 'W.� rtra ti}uii (, It,� N la � (. ST ,% f,.. 1 k., t 1 A,.t •i„•alt f4t(`iS 1»r-r'- V� It AL 1 ,4AA "n1 t 1« - 1 - ♦` A'W`_I WIN APT rM:+ai+ram C GENERAL NOTES: �%y ArVA.."IleaoEex+xo yR�[frr�[.tLUEAr<7tAtmu fJ, (• wA3i. 0". g 1 Got .[ L T�� t`A(:••ie + ' lot' IiJAl \'nt1w�17 w,tt1.eIpI A<.OA.LAwIM:aha. 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KS: tl l t u1i(.p:E Kl ArSVLTlIb t!(Iw /thrrtl4 ,'-t �:: !t j rL L J'a t fat t •l . �or,t•.:: ryL1V eau[ryrri to*"-r(• irr+ �[���� t J t • ,••v L,rx•4 cUd•r•s.•ne +K 1 1 [ - 7- o r t C*ttr. „D ;'•ON7[4.r• Ip artr- • p•a • a r,brit�. fs y� p�tS .i a eiif e' 4 J ♦ t T •r YJl•7t4t IG rM!> i+:k.YMIMi A TIY ' �t 111 AK.+1 .Me y�en0w}Gn•+[A.y9fwul'nr'Cue . �+e r- wficwt.I-'4� i x1 Iwo. ♦et terGw4pIIA' y ♦ LA,A'Xr - , . - r• 4. ,,, (a""V+V "rye. Y r.,a,; ".• 30-31S43 W511 ECALG.101t1160.',ti ■ S'© - •was r +, 1 1 OWABLE SPAN SCHEDULE TOP AIOW ALLOWABLE PANEL SPAN S, QoILAWS ! `� `; i ;f ? SEPARATION SCHEDULE: _ b,,,•; i, .r •. N..V '.". v r W . w +.« . o f1.ww I+'f r' � ,. In' .. - C uq t. t aM' all is �3 it 'P N K r ti A A r < r l Y 5 a y5�T T_ L" m r L •.N u ♦ h , •rl.b 1i.wr q 1 . V !a SPAN SCHEDULE NOTES: `7 pplr� ..r •l.L :: •R[T.A [' Atr•I rrHM"t .t /.,•«w �-• � y A, 0 -• , .. •. ,1 a ' Cdr rY wa •C ! i ! it ", � 1111 '11 u••r •.C,AN•r A4f_ ttt,,,rrr (e't �r lLA I 1 ? C AAwt. Jr , 3 gjLJr t ,. �AdA:I , V a `It y, f Ra.A+I'Yr M NfI 1 .C•AOS .I , . v - • r "MrNi•a v4J h1•• ••:itC 11MD GLASS SEPARATIONv NOTES: ° ,I 1 i 1 as y r' a. i •.4 t qr •1 J Sf/A A i. , ' i.•'[[7L'tf .i •AQNteCn •Q• L',t •♦ tie V VV � , •• ' � r � t. thlTrer,tAry;7N IIrTMY(w .DADS IS r:.:rrrM(:.••1 ,'A .y f,4r .. - � - _ '�.,(.//.`. �..w. s .1 w ! t< . �j I^ - .. :I •'f rl rutH AA1 ryufS}'t MlfStrr•fL. AZ �•,K" Mr�� a i.LUT9t'L 7M a:- N WrVC -•M •• . e' . <f WATR'4 �.y / �r +Ii ,�._17{r,�I1,.,: .(,a awt as w(a 7 rittl lA1(I AM1 Y r tw. » •,r , L • ., ,• 5 _ N /'�/ , ' z i •r'C*r "'•1^ w1V:' f er rifD ~"�, a r '(zr>r H lL Tr PA,KeI. rse'IAJL �..�.., ..�_-�LY.Sr'.Im,.. �.-__.... '.[ 0,[•. gtP71P°", e eL a -»'r-11•i:W n a , n111 G f j N 4 1. itw A a ' tarts •.t tt,•.MA@!t l 3LS°13 OCT 2 8 2022 �.. YReview iew Assist. Inc. Plans mpleted andapproved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr N(21 0____`__ Area[, , tf�'ttnrt1111 i '.� r '' 1., , r� a 7 9 JwA I7w'�i ' w f N I , I I _)t'- r•tirtMi etl•ta Mt' S'ttlM mt sQm nrt 're n +1, 1. 1 yin n e r. .. ;•.:Lt]i!D [. r 1 is ♦ 'I„ J • u• , ,•N+ n , e „ ...,-�r.:�.. r � , . m I v• � I c Ire e + r• l t fir u r 5,' , J ANCHOR NOTES: rry l r •••. 'e .'rCt'nN •.t}•fLr.I a 'fill a t+. r+1t - t . ,.(, a. . IAa114I4, 1 fhr"CA [ .r'•r.'t t1( +. ,..4 *(r f% r Aw .n rt,:l. _I Al CA Y•, I ref LL(1 af.•( r pP%Ai iJi• fh 'w 7J. 1 .y. T ) NA J ' ft r o Of".f. I,VVI it tf 1414.- .?V A#VW'*"14 ftlG*tr L :04t`lft. >l''11w flrl Sr 11 I I'•r.•.� :Ip e r ; r [. t, tC✓rM' I+; A I•:,It :Y Clrft«I I JCV• t'r, f 1 ] 'fA. li i`d ;rr Nin Salt IMM USE11 4C , n«.: "70L+ Nm AE Ml�tw.+l ., E' *I,.,. -•K°': '•w „n �At-a r. .-<au ,.•nr • L.S. [ ,.. + , r , r r.;t., • af, [axrrL`.a rr r:_ x. r v . •,A A. A .,: Y Ir ra.i 7:1 +"}Y 1., Al NE' � r•fth Ytk '. capEL it:;r,- ' .-I r. , a.. f•}J 1J: !l D [aiF .i Cl".. .. a r : 17 ,V 1 �•• t 'L,[rU , Inr f. w, mla+'a I ro4z •w: a m, .*ro a r.w n.. , ,.. .. 'r•fr xerl " O Y) (u O U O O C011 O IL U 0 o Qi O Q O O . � -� _o ^^ ��`V v i U) fIIP L. ty V � o CL Q U CIO y U100 ■ �� v J W Q z z Q SHEET NO. SH 1. 5 I i- 0 1 1 : -. - 11 -- 11 I. - `�. TEMr RAYRILY SECURE� MRA ' � l yl..:, � ; ' RrF R � .• ..,,^.,_,.._.--• _ WINDOW UNIT ,r - FLASHING REQUIREMENTS UUUH (HOUGH LAI'II NINU WEAtHEN ,Y _ - - 5LC)PE fJ.i in 12.C1 in R7 }� 1 f;r�n 'r r , C�; r 1 t,,-. t%t Ic�,l:�.; ,�.'ith a weather -re sistant Pxterinr wall Piriv slope The exterior wall �+Ir-I�+elopp %hail � rJARRIF SELF•AUFiEREO eLA8H1N "' ff r APF � f ,r � ` EXTERIC)R t �• •:. l °� (Q.Ij c;rrl : 3Q.5 C(TI) Ii1Glu�16 flasht , a.�„ dlca�(;R°'itrla:a rrl `�er'.t.�irr�t"I 'I�lt)3.�'•. � t r _.... , R, AEIEaI. M r�r;'d:r t oW,1 • ,.. t WFRAME SELF -ADHERED FLASHING RF s# 1Gi D or DOOi ' HftA I HIND nY i APPING MAIN - GC SIVII TD BE AF"r r CD L INi d rY C7VFRRI#u1 Il;et;x ANY'rolip TI# "" DOOR AND WALL BY6IN. RErURN UPJA14�lBF3 USE: 6."IGUID R70:r I 1 ','Va "Ti a- �rt':r;:7r :.gal y� ;spf �:va be designed and constructed in a 7,anner that prevc,,nts the accumulation of water _ CC6 Cl. NAIL t3HANU UH hUVAL. Wt:,A i rrt.t within th ... wa iI y pro' r s , -e i the :. E7C1`ERIC)r� pR{�r cAUI KING ,._................- � r • "�#r,�Yrl a "�dt� r�r.,istartt l�#rrl _r t�etllrl� exterior cladding as required #�y Section R�'03.2 and a means of • � U .w r;13 .� CEMT. FIN. _ ,• draining to th.: N 74,Ir I ,,,:crier that open trates the exterior claauir,tl. 90� ALA i HER F ; Y' V f,«-- ss r hlpr Yi (r u , f BUILDING PAPER Cn ..Y.1 BARRIER SCAt.TOPScit ."d)r:,T_' ,r' � �; _ "wN"IFiF' t A1Ii R703.2'vtirate re:•:,�.� �I:sr�rl�er: ��..�lte l;�t�"'el �.tt '«l'w�, l`J ctu•I:ll;�lt 'elt. ir_"N frt.�rr� ! - a::+C,►mpiyrra+� wrttt K;,wTC"a'lC�Z26 fe;r Type t felt'Or Other. '� UNUER DECKINU sUI3FLOOR .,. , r Lh ?. r v 40 ♦:L C lsrr orTAIL. WP07I , . , ^ y s" -. tenor wallas No. 15 asphalt felt shall be applied horrzorltal�, , � I, pp .. � �IIi �r - �,tll+a�d t'a a I U V f.•'Cl 1 a a �"�`:^ r... t. �, rl e r ve t �- SELF -ADHERED FLASHING ! '��•r".� Y - er la etr r.,ot less throa _ • -= - with the a E "t;4 , Y. ]l +ail } fl „ is Occur, felt shall be lapped not less tt,ari � Irtc h� �; 0 ` pp etr-r ti,e+ ,I ,i approved ma irI w ,+fir 9 w a(;C,?rd ai ce tivitih# the WateF_T � ir1 rlel,`IUr2ir..tu{wr'y tr#7tallatiort i;I�tl lI( tr«pits. rTlle NCt.1 5 izi, ; i aYYt C=7 1 # ACt FLASHING TICIN INSTRUXTInNS ! E RIM JOIST felt or other "t� �� ,I•,� terrier mateve! shall tke eori,. _.�•u: the tr :. �.if vialls ;and terminated at penetrations and building � � � � Cut, fold up & temporarily secure weather _ � ,, ,, ,._ ; . � � � �� o uPPcnda cs _�,:�." t 1' �iRQ!IIQV1, of tt.:t- c:�;'�'rior'wali envelo a as dr.:'�,�, � ribed 'In 'Suction R703.�1" _ THESE DETAILS ARE GENERIC AND r+esistrve barrier above. deader to allow for ,, ,�'a �` 4, MEANT TO 3I i�7"J J GENERAL FLASI l4fiSG t ro nin rr i fl t.I ncs tl. rmrter I r• ;1 installation C. ( < a � 1% ashen p1..rur, (`. t ,, tr .,( n R7 .". t . ' � 4 I'�703 ? 3 Wa ",. .,,•.�.-r-, ,�r''ar�•,'.,,,�i;t , h��arnFrs :She�Il bBlnstabte:ra �#'� r�:cll, •+�'I �Y-� 'ie:,bc� i?;l �n-9 ��,I'�r >~ ��1pin'!"4 r�,��r-( �rr)�n�s-k�ased AND WATERPROOFING METHODS TO .',,r N r«saStlwettalrrtAr 1 �, ,, « '' sheathing,. - : a e D paper. The I FVW ive�trllerresrstrvciaarricrbackov+ over head ---- ---- ...-. sf r, r ?It' Lr-« barrier wltft 2 ,1C?rf(Jrrr+ +rlf:t« -11 lei-,t Hr_ +.11ti'al�J#, to tt.Ci let �i�t of Grade BE �_EDJ� individual lay,drat each layer F;rovietes a ,eiara?e t.���rttlrluOus plane and any flashing (Installed in rroici a erica resistive with tape accordance v .El .., _:a i.s, IiJe ldeid tci dram tothe v°rr'ater-resistive 0,arrier is directed between the layers. '. SELF -ADHERED FLASHING r .• layers - SELF -ADHERED 'WI'NDC3W 5cai�: NT:�;. SELF-Ar3HER'E© FLA'SWIN+C'� 4 `,ir�i �'� -. ,. a z c ., _I � trice "'; � "." :I^,fit '�, ,1' ;•%'J d�M:'::' ::trClC) haSQd sheathing has a �rat+� r#3,�IStanCe FLANGEDHEFTED FLASHING Y Y f � � � !i �.-,� E V V ��'+� FLASHING INSTALLATION AFTER, WEATHER RESISTIVE B�,R�2IER EXTERIOR DOOR WITH DECK - SECTION A ,� LEMT. FINISH SILL. PQTSNELF� CHIMNEY �t ft_ U�UE F, p 1 , g iltt II GrR ire r c„vl�: r ,and s separated from the stucco by an intervening, substa ,a , , ro>.�at�cl : L � �I° 1:� tg laar�^ � t° .r desig ned r ra,r-mage space. ,, tALCHANICALLY FASTEN IF P.LJ6 1:T1IZUD A!;PhAL f �xTFtzrnr� sr�ATWurw�r � .•� �--- RU�BERr2ED LXTCR*A SIICATI1WG �- - NLEDED IN CORNLHS ADIIF'SiVE era--t� 13EI►O OF ct�nrsTR _ - . rHKC)VUh SELF -ADHERED / ASPHALT ADHESIVE -- , F1AP,l, R7 3.4 Fla�sh� _:: r;ie_tai `l�;h'ir?�ei, vir ;rI flashirta. self -adhered membrane;; and rneChani�;ally attached flexible flashing shall be applfied y ADHESIVE TO BE ,PIe.D uNaLn i PLASTER t nitte l TI#RFS,I I(A D OF iXKA AND RF TURP, '� r LAUHINU, Lt. FLASHING SELF -ADHERED FLASHING___.... � PLhsrER �" FLAhK;,ED`PAFZ1 , sflirrgle f rshi+ " :.r, ; 1 a�l�:'_�� . �LI tli«~ Ir«�h">lfwar_aN.ae;'� Instructions. >t�Ni.al fla;hir g shall b+� corrosion resistar)t, Fluid -applied rTl'errrlbrar'ies UI JAM 813" U$h LIQLAO NAIL. 8RANL' r a . II n,�drr' I .,• / (SEE�OL1AILAri", r � LiSed ais flash -lr. li-a� l_�' ca;:'li«._. �r, a��.er+„farl�e "rw«kfv the manufacturers inshu:.ti(xis. Atl flashing shall be applied in • mw�nr>Err�� to �reve#'II the 12 WL DRYLOK C"A) MA N ,Y rl CX C)fi CC3.IAI 61fF.A71 IJ R J�Rf?CDC C AIILKiNA 1(..- - _.___, _ , r ( p d (:XIIWiLr _..__.. - �- tikFFN TQ i[ (,WNIr7Al• t g - Scor?Eo entry of w to p r �'r 3tl w'ror� o' grate. tv the building structural framing components. 1Eith'rtcCr�lln!(At . ��� r � , vvlNrrs7w�' ,'"-� '' _ -,�� rzr-LEAa[ C'AT r_ ' Self -adhered - �I :G ti7,r'rn;a 511a1' c:lply"vtiPlth AAMA ? i 1 All exterior fenestration products shall be sealed at the juncture Wltt� FA;Tf'h#FR .. _ ___ , CCMAPATtQILIT'Y ��'• ' SELF A0IiEREO FLAB iM : ` „ • M, : r a At)rtt H1: u��u FB F'e"SH111r�n,,�. � � ` " ,, uvvHt o._;�_.:•: the building V« � r,l '`..'.i � .a�« oK9'bt i aJ4331r1g,'rJ2{� vvtftt AFvf�A �Qp or i+ �'1 M Cg2r3 Class �� Grade N� 13r greater" for propel joint eXp2rnSlOn and 1 SrAl AT "-_ «crew ear ParEn TO r , : _ . 4iA�r rwt ,r(�)�tNT I �l `"g1INDCIW Bt1fJK TCi '° „iIr t«r. r11 :Rt d eh°,e,rv[ws«i<ri-.,, contraction„ A:STCa'1'r�.A2_81, AAMA 812, or other approved Standard as appropriate for the type of sealant Fluid-applie(j membranpS, user a, OUTstrtE.' F �I(",E:: � �,: MAS(MZY ee H I KI 11 a IW N���! %1 `� �`�°'� `"�' flashing in ex eridclh Small comply AAMA :� 14. The 'lashing shall extend tc, the ��ISPfar. c:f the rtrr"tror v�� 3ll finish Approved flaallIr� 5 vYNwativM1r BUCK �, It: r g h I y g F i g ► 2I - $) VALIANT FROM #NSICSr rrt(i JOINT .- sl" all be insta"i ndii a �'^rIICs"°,P dirl� locations, WINDOW BUCor K - f tl"lf tIYIN(rt7NIV Estrr,IC 1 _ J ` anrlr"aadwe '.., �.Y. � "� WIN ,,� ti' ..; �y�, .. i .'� ,,•` �..,.._ r • `• ' ; ` SECTION -A {SEE DETAIL V"2> ..� AND EX TEND rO , ., ,' ` ,'fiN(.n "FRAME ,�`^� '�..,,.,.. '`'� .. �', -�r. \ .,o .., ,./ 1. 1.Ex ^ e surface cf he exterior MASONRY----, � } r• i •• .e r " i ` r , i � tend to r, nY l,va.ITktt .� . ,, _ st .,,i4 r;rw�cor i piI in nth Section iU3vim for subsequent ulenttdrainags lle xMechanic,ally attachedtfiexible flashlnll - pea CODEr >TtLFAtak+eHrrarl.AarIyIINT, ,✓ ,.�I , hl :Far 4° 9 ygs S1TcxxEctSEALANT _ REQUIREMENTS ^ �== x�` ; r� " C •-' ~`�. , �� shai .tlil:a,y ° gtf'I r'�,,fw x, f 1 ', l=la ;tllrlg at exterior vvitidr�^:r artd Uour openings shall be installed in accordance with one or more of the 111EAIJBRIfJdiMiC3'� r:r Arlillr'ir; lrorJfi) V'vriNr?s"YV'J,.� ' � .,.' > �.... �.: •,, ,, %' � "\ f .l l� �'� 1 h - fenest, at"on manufacturers installation and flashing instr"j,"„ton.,, far for a, ,4u..c�t.c�llS +,c,t �wddr�ssed In the fenestration F i�,1"dt %SEALrvNT WINDOW FRAME'T br Y 1 •�,Y �Iil° hIt I':' i'' Y r1 ,H111C3 .,._ ti� f' E tVirEJUC.ICALL TI�WAY ;µ.,,, ;F^:M1"." N�+r,rr^resrinrvr;I� � ,,:J ��' `�� �:..,,t.,:-.;,.f��r'< in ;tr;,;'tr'l,s e-� <� l.�r..�r;�ro.c: �:�tth the flashing ^1�r1r,f�c:.ttJC�r'S rnSt"rWCtioF15•'WhBr@ flaShtn Ir1StFtJGtIOnS OrChBtatl5 Flrr`. IJ Iiir?,IFICLVU�ii:f;4LL.. ~� {„.. •, ' , -1ta t"x3:.t II';t� " ;lr l F' '',t: rtittF:':a r'xt 11rE; 51°I :sr eAtel10( Yvinr�ow ;gr'ati r�Qr U1JIBnln95. Pan flashing shall be 5eaied or DO NOT FLASH OVER � '��^•, J in �"�8,.#th .;�a manner +GIs tT". air`+Fict water to the surface of the exterior wall finish car to the wateril�-sissfi,'e barriF?r foi subsequent OTTOM NA4JK'f I! IAWII In ::..d Fla v: Openinqtj the using iJrl dl flashingshall incorporate flashing yr rprorech the head and siG ;s (�NI r l rr.rn _..... _..___ _.......... 1.2 1.2 a s id C q F� otr SIaI . .. SLLF--A13HLRl=D F"LASHING �;FI F-^wl tl-��RFrr 9 :1; NIr\„r1,,5 "1.3 1.3. in i_ .^�•r r ._,r, "„W''9 is oblie'Ir raupro,°., `d rTTeti3ods- SC.S ti6Uf� C,MIJ IhJF,1 A[ l A r Id_1N F, POINT ISUI'�K AND 1 /1 / f� �A� 1"1 SELF -ADHERED F' LASFJ9NG f1 V V P 0 Y Y P05 W 0 1. In e r"tt FN?,�.µAAN1A, 100, FNIAi` AAP,,IA 2u0. FMA,�rJ (DMA 250, F MAr• t� A/ WDMA 300 or FMAi'AAMAJVVDMA 400 T'ENCSTRATION INSTALLATION AND INTERI'ACC HALF ROUND WINDOW EXTf=RIc�R DOOR WITH DECK INSIDE CORNER 2.2.At r " !'ton i^,f '_4h�n"1r1c' t, or other mils-_:nr,� construction with frame or stucco walls, with pro)ecttng kps �:,n bosh a LJ nr1�r .. l stuc' +� ground --M ..'i.3,Ur ui-n ,i;�.i . :" the ends of rii':7 :Ina , "mood or 1110tal Copings 1tlC Qcr ". 4.4.Cc rile(.#r:us'v' above afl prn)e+ Ling v�oocl trim �a?� - :�i�Cli m r'1''F i�t AiFIiNC3 5 Wit ,.r, d-r, •ia,:.k .aft;: t:r a vw+al! or floor ., : -:f 9-`ra « Gran trLJctl„ - I ` 7' 7 At Virtual - °" �,• ''� - w�P:ater Re51s1arrot �arrrer Plans Revi Re Assist ....__. -". _ for Qom li eve coma ' t tnc. ed • APPFW1VI'L�1:.31WATi"Wi F-ADPIFRFDFLA:ttVFq--,.-... __._ ........_-.-... L�Jilt. by r7� a with th ''2020 Fri approved JAMB. SIL L AND HFAD I rr" T AV, / / r� SFI' s wr-'` -� Snsat111rog C� "` %~ ^, n - - bra Anne ahr p BC %th �dit16 �.. -_ , � 1 : DETAILS Ai;[ Gr_NERIC D MEAN, , L ERAS X2300 n S I RLX TALAT H T'WIN T RACK 2.5 Stucco APPROVED E� T T U SHOW �.� N 3A'CEMENTPLASTER--__. — .• . ' ��. FLASHING AND A i ERPR }UIa IN MEiHODS 7 0 BE USED. 12mit {minioRYi oxrxiRF`Mr, _ _ 1 / • ' • APPROVED FLASHING TAPE 11 , ' , ACKET WITH -ti ~ � JOIST � „• . % TOOLED Or° .Y rS P ° WOOD rt E3�E:,AIvt � ' ..,...,. .�- sr •,r , C"OIEDAr'r'riQVLDSEALANT • ,.m- 79ft Cpt111`3nt Plaster $INt3LE 718 Cement Plaster JOISI 1rl �a'd:.E C` (icli�( P � Fourdd8 _ � t1eJn W�Jt' `" '� LC71N 1 `ELF-KJHL!`tti3l-LASHrNC. ,. - , ", , " ., � ASTIViC�J2r� r'° ,�: ;-,",t:ttlPlGt� 1(Yitf1 � BELOW „A" SELF ADHERED FLASHING , . ° � ...... r��s 1 f�tyy . : L�`Jr?:a:t;ioGt.rni�� t#K'Cif rt1Rt l Fell s�back ed lrlilIatfe In rr�rd n� MIN In aZC rranceSELF-ADHEREO SELF -ADHERED ,ll,StC1( TfVlC1063 FLASHit3 Ft. AsHIN(Ith AS Paper( Building Paper _ t.��.. .�......_..r__ - ..."....-.__,_...,..._,._. ....�._.._ _.�__ �, •,`�, d ` ,t�t3t B. __.fi~., i:.;t:r",t'' n+rr•.tmxwa I - � •L C EIEi 02'WINDOW FIN IN1 FRFACP WITFt SFI_F_ADHERFID FLA, HIiN) � A SELF -ADHERED FLASHING h tt1 1,� � ,fir, � �-} �-y .. _ EXTI"tUCTFCI Sl lr rUt_C�f's� DECK K JOIST 1! 1 � � FOUNDATION WEEP SCREFC� V' V P i,J �:.J �v _- cat►�i,�1 �s�:,,�, i � c�� ir,g o, FYri�wnfjl por - -- - t 2x I=RAMFWAI,1. r e{- ..�.....> SELF -ADHERED FLASHING _....... T - L E E I v1 a \ - f t r st #rn E Starripede or sinit PRODUCTS DETAILS i _._. ,� bottom TILE FINISH �r . ? I D FLASHING tSAFI __ .;; ti __— l U:aUut'r dr l tJF, t?tJ ". _" i1f4U1\ AGL VLANI_ VA?b , i ANr (0P) WFATtIrR rtr:'i1S1AN# -- .- "p Screed jointonly LLJfiARfI1FR (vwRCf/2 1 1 I,y, ERS ARE REQUIRED BEHIND STUCCO � f ^OND UALAK WRO sr� r RJRRIWiRFAK (SF)I Al RF�,I:,TAh�T Wni2RrFR — � � tl�'" DUFTOCK > ,r � r ruRRINi;{•irptATII-.^�^�,,�,, Above Roof �^, ca hTFR AWSSS ,RY ---�- -.--- Installed As Per ;Sh tithing lt, 7TH EDITIC7N (1i12a) Q _ SHE,TI+tN *MW,PLYvvcx:►cr,DENS'ttE.ASS t i f _ _-•_ � t',r„ "I ACTT 1 _ �.-._ � --- - -.�.. _ _ ,,, � .' N r d :A i"-4" PER PLAN Z yNI ._ - . ���.,, a Lr ac E p aICU M r „ t " r Jl feria B ON l' �� > WrRTtI ✓ r1� 1 $r"itrthClUS 1 " C]" PER PLAN '� �,. �.' „1#Rr hCiF To Tire (ar LI CDrative Finish 0 Cement � � ��p � ' �� 5 !��� In each c11�tail that corresponds to the -.—..,. ( µ t�f I of -instructions Uelow' _.__- __ _-. - .-- f p l r-LANCE AS AN AIR In )Cmrr C_ All aside and • �....�. Il(l in crlC'1f�r a5 shown b numbers SLOPE ..__._.,. _ ��.. ,� wr t,d INC�H1-LANc�t Over M( •�,.�'°w ��''� • -_ _ ., ��- ��= - Outsir9'e cgrnnrwill y 8 CMU _ _-_�_._� _ y lei rc�s stivre barrier to frtrrrt W;it{'r 'itll?[trflrltj =..`r n „ , __ .:....., "y,,,. �„ . f1rrQ3r fi ��il``• r1UeC} iGp 'lU r"r'tter „ rM0 •,g -_-� _-�- ,; •',' • t::rt FIt'Kt CaL,le(�f�Il --� I be SubStrttrt 1 for C t a T' (PER SEAT GEFTN)^__ �_._ �_; �.� - ._�. _ .. - z •.� rr� 'T A F «``'c:'••;. b t j C" DC 0 bull din g p pe z a - dr .___s'� uc UR L RMIN(" v o. ,(�..J nts deed to ut a,, w QI'r heraaJikt?ti IISr ei' O11 Clentr�nCl, -- J rx .� ""y-„__Jr#i$Jr (L'HAL +�••`� 31ivg ti'I@ npCrarci (3pttt reieas FILL WITH CR�?U�' —.�;�, --- • . a" u � I� ,. - +�.■ y w rro1 P,iI"itllt,3 �, Slam ede of Swrt /^� <' Iia' ('f for @ S(' of it14t,311i3tlnrl nrlct to PLASTER STOP � THIS 13AP IS A RE„SULT OF `,,_ _. • i A i �••✓ - ry s _AL.- = �.wauik ftlr' al L.- •� n - - NArttrtAl 91trNiAC:F — _ SIIIIS iiF SAF 1 • . -h li r f�er standdrLi Installation instructions and (n a� c{� �s 1,CL W t, ONTINUOUS EVIiCKE ��--rYFtArNAi1F C I ANI" VIRn I a `,I uaie piece of flashing material (6" x 6" -- ,j � U RetrtY�sFAI.AtJ4 WM)srFdLrW"t.".�lit ks°rc {{ SLOPED Mt10 ICED __^ .ate 71 uJ - ACCESSORY I+rtr rttc ro"vrti " .i F x._. U) rs . -- . ,--.SFYArie JH adjust folding of the flashing accordingly to --- cn s ,r:-' �_.�- VINYL SHOWER PAN -_- ."; © .. _ _ 1 Note: S PF '� i 9 r I l } f The bulldin palper�and • ^i must tee ' M Cement 1 l F r metal IaYtlt e f ,•' -, ._-- j Y• 1 __ r __._� ._.m i'n al end tvgr the p : f t'I',F v;EFIro r"eElt. �.. - -r.___ ._.m - .�_ • C "JB'I.,AS'rkHS'lC1r' \ —NTiNJOUB UAlVYKEJ''? ROD • d ti sl�AtANr - ,..L:IEMIENTI1It.,11:^� i kf�liF1 ^ i SlIEFT NO f Q.. SHOWER SE -AT tin t f. f; I l ,�flt::Al`�i..l it.EVClFtWP10 ,=,1;'W F NOT TO 4f'Ai F