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Home My WebLink About36591 Smithfield LnABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAIN FED RED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL - VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT HEIGHT OF ZD STEP DOWN AO = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT SCHEDULE ARROW SHOWS O= KEYNOTE CALL OUT DIRECTION OF VIEW l ELEV NUMBER A9 = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER l < ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE A15 4 2 ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER a A13<---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. N NARISM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, 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 1ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURALNOTES 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 ' R 2022 \R1 Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 � EC ""` NOV-2 12OZZ 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. N N N ;� , mot' - - - N ( ,,. z o 00 � �g e e a 16 U w O w Q to N L0 ' E -0c _\W L U cn /� ♦� ) M 5 N V -0-02 o 2 o _Oo' 0 O �o � Q U .L 6' �N V w Q� c L o E�> O� LU W W �LLl vi W OF- H Q W � Y z w Of z LL0o'o LL Q ¢ U Q=� J�0 Z�O�OLLO2OOmozQQ inWa�i75zW JO 00 o O Z ¢HwOW<U5 WW LLir¢p Wz�LLjo�U�IL o� o j 0Qzq< LLQ 0 f QLL O O Z N OF_ U) : ti 0 cM O Q U)M LL I- IY f1 cM O Q Q Z U W W JO O N N O N N i 0 O 06 Cfl r 00 r- O N O N O N N r N CD N N N N N N N /�/� 6 N 00 O Uj r 00 p A , N O cow 0 't C) - C) M C) o 11 C) CO C) 0 1 Na) ^ �1 J a) > o C) N C) M CD 'At C) U*) C) CO C) 11- L M1 cn z z Z W C:) WUI~� ow) O U0�Q L 0U ZW~ 2 r� Q =moz M z VZ�w f'\I ��z°M IZ Z z N 0ii2z Q U)Zz z YQO U 0" a z SQ z w LU N N N o LAST PLOT DATE Jul. 21, 22 z 0 � J COVE''x' SHEET --I I T _rr_I 'I -r- - I I 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/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL 00 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� 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 V THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. �E MONO FTG 16" x 20" DP (2) #5s CONT. L PAD 24" x 30"" x 16" #5s 6" ODP I.C. EA. WAY OCT 2 8 2022 Virtual Review Assist. Inc. plans Review completed and approve complianceby Ileb raAnne �eKlabr0 PX2300 Edition FOUNDATION PLAN- ELEVATION B 1 /4„ = 1 '-0" N N w • 3 u(S z �t p w 0 z Q E 00 0 W 6, m p c") v ai NCB N V �_ %) _ 2 o O o O u- o N Q t �6� .N w Qv W cO E 5 70 0 rz, C)� m ow a6 wOgYZW �Q �2_j w�� LLj x ZWWO� xQO < Q ~ H x_jaXQU00��0 a-1 X OZ2Oo- O0WQOoR00M0 WW�Z awwZIXQ°oaz�j Q�O<U<75LL QOQ aF-W 0 oQaQa OW LLQ O LL 4 O O Z W O� U) ti cM � O Q M � coILL - ti z < W < Lq M tY00� � z< v Z W Wo J O J d' N N O N i ti N i r O O 00 <.O r 00 r O N O N O N r N r N O O N O N CD N � O N O N O N O N /� O N 00 O US O O M r r N O M w OO 4 r CDr O O r r 0 0 o N� j o 0 0 M1 0 0 0 0 rI NI- 41 U.)CU P- LC) 1 M rn� 00 "' z Z O — Z _ O o �o�Q I— 0 a- LO -0z W �Moz = F- = Z N ( v Z 00 �<Z° }j)f2 M Z Z u. 00 W N OJ2Z O Q U Z z z �Qo ct Z v g 0 0 Q z AW z N N UjV_ N o (=) LAST PLOT DATE . Jul. 21, 22 O FOUNDATION J PLAN B 30'-0" 8'-9 3/4" 13'-3 1 /4" T-11 " SH25 D HD AT T-4" co S3 —I'V-31/2" LO EGRESS 5068 SGD 286 �,__ - 00 M O _ B BRG WALL S6 OWNER'S SUITE 13'-0" X 15-11" LIVING ROOM 8'-8" CLG 15'-2" X 16'-3" BRG WALL 8'-8" CLG 0 J ^GG S6 S3 7 5/8" 3'-4 3/4" 5'-6" 4'-6" 14'-2" 1 -2 NOTE: PROVIDE 1/2" PLYWOOD 13 2'-0" DRAFT STOP IN FLOOR X8 WAIL TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) DRAIN 0 Oo /W & VALVE �� 1 ■CAFE - ,.• ■ STACK .. PLUMB �� WALL ` ■ 1 DRYER VENT TILITY 00 m 00 C 4 0" A7 ` N PANTRY d HANSEN D zo PWDF BOX W/S AT GG iO BATH 6" WALL 60" AFF 00 S3 J a 1 1 ----J 9 N RG ~U 2868 S & R WALL — — — — 13 —�- N W/H 4" INSULATED 20 MIN FIRE RATED DR - °D `N LINE OF FLOOR P 13 WALL W/ WEATHER ABV STRIP r22"x36' (3 ) 2X4 I ATTIC B.U.0 W/ � PROTECTIVE BOLLARD L ACCESS j HTT4 AT BTM & - — — — S 1 1-- d 4" INSULATED MTS20 AT TOP BRG. WALL 9 T TWO CAR GARAGE 42" H. 7 1 -- -- 19'-3" X 20'-0" SLOPED 6 CC S3 LOW WALL -- -- 5 1.0 PT. 4 1 D ILE FOYER - -- S3 1 2 3 I a — — — — — — — — — — — — — �' I U P 1 I------- 1 � 1 t r< I TIE BM I ( d d AT 10'-0" ao SH 1/2 35 HB I �zo m Co W i= Q 16070 2'-3" J, 16'-0" 20'-6" 30'-0" 4] 7 5/8" v N M � HD AT 7'-0" 3 1/2" I TEMP. GLAS o 0 3'-11" 1'- " ENTR 13 X , 13 0 2'-3" I_ 4'-4" FIRST FLOOR PLAN- ELEVATION B 1 /411 = 1'-0" 0 60 Ln A3 NOTE: SEE SHEET S-11, S-12 1'-4" 2'-6" 1'-4" '2382' FOR LINTEL CALLOUTS & DETAILS 15; zo 00 m W F Q TIE BM TIE BM AT 1 0'-O"q AT 10'-0" m00 W H Q OTE: ROVIDE NSULATI( ALLS AC O ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS,' NOTE- 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION B 1 /411 = 1'-0" , . ,--fi < f ___ __� _ I k �_ ,. GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE, TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8' CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 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 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 20Z2 Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th 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 N N 04 "ti LO Q o 00 LO M a „ W r % C.,. 0 W z a (n N Ln n F > 0 ^ o W L .L '40.0 u }'� 7 U � U P ch w• L L M W O 2 o rnrn o V! •� O u- o Q .� LU Q� U n, N c W L 00 E� 70 C) � 11 m ,—moo. a W W W 0 u uj LLI 0 2 LuOX2J�~z0' z 2JWO00<u UJO Q Q 0z20C,F xF— Ocn9ZOOE000zQ ZO z _ J j - 0L 0 WOggQ0 LuC20a�a OQ 70 oQZgga a ,L l� O O Z W O F_ 0 F- M O Q U) M LO �U)�ti W 0- W ('M z00 U W W J O N N 0 N ti N 0 0 aD O o N 0 N 0 N 0 N N 0 N 0 N N O L6 o0 A r 6 00 CD c 4 C) C) 0) C)r o o 1 0 (o 0 0 NLo ; C:) 0 0 0 0 0 0 1 00 VJ Z z O owa) U�Ro Q LO —0 V1 z W F— � WSW 4r. =MOZ I- (DU�W Z N z >-2z� y00 (' l �ZZI_ pp w (V O_j2z C:)< U�Zz z �QO Z U Oo M� W � a z A2 W J 04 No W > LAST PLOT DATE o Jul. 21, 22 Z O 1 ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /211 = 1 1-019 SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM / 2x MATERIAL —� (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) S) MSTAM36 STRAP EACH TUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN 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 8 2022 \/V\ Virtual Review Assist, Ini Plans Review completed and al for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N LO d y o V j y 000 W CRY*. w Z Q a) n` -0M o _W L \T ' cM7 di N 2 V) U -0-0- - �_ M '• co W Q 20 O �O 9 Q U6� }� .N W QT N cO N 7W L 0 _� V E- a a 0 C1 H�vWpiJ WQ cr2 �W yzH t ZO Ww LQL -J0 p Q X =�jxZ�LL0—Z20 Ow LL UO J �QQ CY0Z pnOpw00mZZ�:U� p i� JQaowQ�z QHW ��cn OWUOd �WD�0 Q LL Q O Q LL O O ZW O � A zU)LLti M O Q U) M � z < W < Lq CL M 00 � Z U LUz3: W J o O mi N N O N i r� N IL 0 00 r (.00000�� v- — N N N N N O N N N N N N N N N N N N N N M 6 N 00 O to r- c6 p A r r- N O M w 0 c 00'0��00 , O O r 6 CA NLO �0000000 N M C4 N r � Crz M (/) Z zo W 0 w _ LLJ w V0-aF--O�a Z W Q =M0z �-- z Oz tz �J N 00 z� M aZzLL pp w N O�2z O Q U) Z z z QO U z OU � MMO W � z Q z z w J N W04 O 0 LAST PLOT DATE Jul. 21, 22 zO J DETAILS IiTI is Nil I:IAN i'.�� I. '� II�T t f f 30--0" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �1P 1 Rewsw ¢ ce) LO Q M Q U U U U U U j E U=1063 # U=1063# A6G DROPPED FLAT TOPS OF A5 HIPS FOR FRAMING _ (GIRDER NOT DROPPED) 4 A4 A3 BOTTOM CHORD CAN BE REMOVED _I IN FIELD IF NEEDED ¢ i ATTIC I ACCESS) M,7 ( A1A AHU Al Al A3 DROPPED FLAT TOPS OF A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U=1088# U=1008# A7G C3 116. EJ7A C cal pp U ¢ a a U U U , I 6'-0" 12'-0" '-2 1/2" 7 7/8' I i I i I C G E 19'-10 3/8" 1 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4„ = 1'-011 SHINGLE ROOF 12 5 12 HEEL= V-0 1 /8" 2�A PLUMB CUT — 2X4 1 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"lA.F.F. 1 CJ1A CJ3A Q N CJ5A A 0 0 N 12 12 HEEL= 4 1/16" 2 PLUMB CUT — s 2X4 12" HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 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-131 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 BOLL = * PSF E3CDL = 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 NOTE: are designed for ASCE 7-16 and maximum forces from ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an 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 Virtual Review Assist, Inc Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 AT"TE NTI O N DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULTI 39 Soanlor less 60 degrees or less 112 I r 2l3 to 1/2 ; Tag line span approx. 'I Tag line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHJPSF TCLL = 40 TCDL = 10 E3CDL = 5 TOTAL — 55 ROOF DESIGNED FOR S H I N G L _TE_1 ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY • ►�� LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/1812021 I --�] CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6e N.W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 201"7 LAN# SCALE N333525R 1 4 "=1' CN 3 � ' LO CD 00 ,.'m. LO 1580.5 as f z } fez �w b sa O w 0 z r, E L. � ? 0 N N 5 di-- } in V Q 7� v o. w. � = M 0 2 o O rn� V! •� O a:o Q gyp° —t } 'tn W Q! i E" C) C O� v - f- a _0 C/1 I.LI LL LU w W F- Q W J W O z W Z ¢ O— J U)°� W< U_V 0 O --� ° Q Q H V ::) 0 ZU_LL �oZ¢Q CY(1)W 0 0iz00mZ U C'10 cn 0 z °a>zYOF-zLL W Q0W°W�F- W��U�Q °Q =O a¢Q�¢ LL f- "- O Z W OI_ U) ti M O Q U) M � ILL IT U) ti F— 0� D_ M Z U W Z� WO J O N N O N I r—L N 1 O O Oo (4 00 O O O r CD O CD N CD N (D N C) N C) N CDN N /� M N co O t) , 00 O A , N O M O0 d — 0 0 C) 0 0 r- r O Cfl O 0 O o N 0 M 0 d' 0 0 CO 0 ti Lo 00 ♦^ w Z Z O O� _ WU�>_ oW� 0 _Vo�o ~�w� Q Lr) Cn Z W Q = m O Z I- z Z ?: J (V 0 }�2i <0 2zoIf M _zzLL N Ov_j2W Q U)zz z F- U LL Z O v 0 g Z Q Z W W __1 N C) LAST PLOT DATE JUI. 21, 22 Z O 2ND FLOOR ROOF J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 �5 ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 3/4 - 1 -0 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS .eMTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT IT DETAIL 7 3/41- 1 -01 CV o (V cV CV V-4" 2" 2" FALSE FOAM LOUVER DETAIL TYP L8 6" 4" N CV O - _ co00 O - 9 EPS Zv FOAM (V BRACKET DETAIL 9 1 - - PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 5 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 3/4" = 1'-0" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N 0 o 0 o o LEDGER DETAIL 11 3/4" = 1'-0" ----------------- CASING BEAD 7/8" STUCCO WITH WEEP 4" STUCCO OVER FRAME SCREED OVER BAND FLASHING 8 A5 WEEP SCREED----,,51 0 oW CV = z 2 1'-I 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- u -MINI )MIN FRONT ELEVATION B 1 /4„ = 1'-0„ ELEV AT 8'-8" T.O.M. V �— MID WALL WEEP SCREED 5/8" STUCCO �--OVER MASONRY ELEV AT 0'-0" 1 ST FLOOR FF `-GRADE LINE (DLREAR ELEVATION B 1 /8 - 1 -0 1'-0" 12 5� A/C UNIT 2' 0„J AND PADS - RIGHT ELEVATION B 1 /811 = 1'-0 1 1 12 i- - - - - - - - -- 12'-0" 13'-4" 12'-0" 7/8" STUCCO N = OVER FRAME z CONTROL JOIN SHINGLE ROOF UKAUt LINt ELEV AT 18'-0" T.O.P. CASING BEAD WITH -WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. WEEP SCREED _ ELEV AT 0'-0" 1ST FLOOR FF 2'-0" A/C UNIT -AND PAD ELEV AT 18'-0" T.O.P. ELEV AT 10'-0"' 2ND FLOOR FF ELEV AT 8'-8" T.O.M. �_5/8" STUCCO OVER MID WALL MASONRY WEEP SCREED _ ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /811 = 1'-011 Of 0 C --------t SLOPE 5:12 OCT 2 8 2021 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition: by Debra Anne Klahr PX2300 7'4" 1. 6'-11" SLOPE 5:12 7'-0" RIDGE VENT SLOP 5:12 i 10'-0" RIDGE — — — — — — — — VENT — — — — I I I I I SLOPE SLOPE OJ 5:12 5:12 RIDGE VENT I I SLOPE SL— OP4 L 5:12 5:12 II zo 1'-0 1 ROOF PLAN B 1/811= 11-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC 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 PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLI1�� BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B/�LANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) • RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N 0 > n \ LO p}" 00 Lo f ® a Q R V f z S' iEyi1 g+b .. O A w tr o z Q ntn N L E o 0 _W L 1? C } h 4__M co V) U Q d % A� L t Q W 0 U o LL.o Q �"q } .� W Q� N L co EM W O� `W U W 0WQ vcZzw W 0 CK z OOD—)Q3OW Q Q U J ,Lz2j I-¢U�0O-ZOft0omz CY Z U)�-ww�nLL�0 o <¢pO F�v�aQ <QOW<zwz QWnQO LL Q¢ 0LLQ 0 ¢,L O O Z N O� U—) ti M O Q M 2w f--a�0-M 00 Z U Z W w0 J O m N N O N i r1_ N i 0 O 00 (D 00 0 0 C) O O N O N O N O N O N O N O N N 00 O, us 00 O, cM � N O M 00 CD c d- O r CDCD 6 O O , CD (O CD 0 ' N Lo j 0 0 N 0 co 0 -4-1 CD LO 0 (O 0 r,- L c— I 1 I 1 0- CO Z z O QWW O V0�a �O�a ZwF-a or-~ =MO2 I- z �z3� tz 00 0 z>z° M 00 w N OZ2z Q U�zz z O z U U � O O z z z W W J CV W r O LAST PLOT DATE Jul. 21, 22 . z 0 EXTERIOR J ELEVATIONS B & ROOF PLAN i nr -IE�, iii�ri(f. �. i�TiTi-.i[lI i.l i - I mil— I I I I i --ffF— i It 11 ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0„ 1 IAIC /lC onnr 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 'rO 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 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 210 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to looter steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Ed7i by Debra Anne Klahr PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE Ilk NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ_ 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 sw STRUCTURED WIRE OUTLET 6- SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL £A� CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER C SURFACE MNT FIXTURE { WALL MNT FIXTURE NOTE: Q ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� O 50W PAR30 NFL 6WHITE BAFFLE USED IF " APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24= SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 -� 48"CLG MNT WRAPPED FLUOR LIGHT 5_� 24 9 24" VANITY LIGHTING gr�u,_ 36 :;� 36" VANITY LIGHTING 48� 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR ® A/C REGISTER OT THERMOSTAT TR SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. a: nN` O LO E 0 0 W L 0 My Gi M ry j' 0 v -070 4 0 o o 2 O �o N Q •/I�` W Q� h L MO E� W 5 70 C) r, O� m W(� WO�2 W f-Q o-' W§ zW 0' z Qp�wLL00_j0 U I_uW90OomZz _�EoQ cy) aa ci Cy (A 0 Z _LL, WO�ya z0z 0 I�< W<F_WWLL o��¢ 00r o : pQz9< o a,L ,L¢ O Z LU O� W ti 0I--.MO M Q U) � U) LL ti z Ln E— W M co < < Z U F— Z LU Wo J O mi N N O N N i O O Oo (O 00 0 0 0 C)O O N CDO N N C) N CD N C:)N N 00 O In r- 00 O M , N O M 00N C)C:) d ,� O O C:) O O r 0 O 0 ' O 0 N > 0 0 N: 0 M 0 "T 0 L7 0 (0 0 I-- LO I 1 Cr CO V) z z —_ zO C)}, W W I— C) I__ �.� O U0 I— � < O a. V) Zw�Q re Q Z� Q r m O Z =z r=nl- V O N > J z 00 �2zW M �zzu_ pp w N O�Mz Q UU)zz z EEQO Z U U � O O W w Z Q z z w J N N W LAST PLOT DATE Co Jul. 21, 22 Z 0 1 ST & 2ND FLOOR � J ELECTRICAL PLAN B 1" FILLER C? zo ZD 0 ih / Q 1" FILLER KITCHEN 1 /211 = 1'-011 HOLLYWOOD STRIP LIGHTS 5�� 30" HIGH MIRROR //� \\ / \ KNEE SPACE 2'-9" 2'-6" 2 1/2" FILLER DOWNER'S BATH 1 /211 = 1'-011 4" BACKSPLASH 3'-0" 2" FILLER (V N R N 1 co N o0 00 QO 00 O N M M FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M'- BUILDING SECTION 3/1611= 1'-011 1 1/2" FILLER 1 1 1/2" ENU PANEL 2 KITCHEN,ISLAND 112 — 1 -0 SHWR /_HD T PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 6�VV2 NER'S BATH if= 11-011 12 ILLL.f\ I rILLLa� 7 BATH #2 ISSES AT 'INGS) DWN PION ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" Ak 2ND FLOOR FF ELEV AT 8'-8" Adk T.O. M. _ ELEV AT 0'-0" Adk 1 ST FLR FF 2X6 KN WALL 1 34 1/2" 3 KITCHEN 1 /211= 11-011 ao SHWR HD WALL T 0 M y VALVE o SPIGOT 0 2'-9 1/2" X-4 1/2" 8 BATH #2 FOOTING SIZES AND RE -BAR 00 M WIRE SHELF :�, "HANSEN" 220 VOLT BOX ------ ----� r61 I I I i 14 1/2" X 16" DRYER VENT RECESS I I I I M I I I I I I I I I I I I I I I I 4 �/2 LITY 1 — 1 -0 H UNIT'2382 - B, L & M' FRONT SECTION 3/1619 = 1'-011 OCT 2 8 2022 Virtual Review Assist. Inc Plans Review completed and pproved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF / N N Co N_ ' 6 s + . -v N 1� dfw b' F) o i✓ LO O co f e ..� ] LO k+ ® a z 4 0 gym. �r vr�,d:'•' W tY 0 z Q V) N L0 'L,- E -11"'? o W L N W i /0 N V a E :E 180 2 o iS1 • O o Q V—� M U ^ a O� � .N w 0-� N i o E O� 0E- a � V) W W Dw w0�- ~Je z wQ <2<�Y Q Q Q=)XJ�O0�O�ILop0,J0 LO— OZ H� C7q)02�w60MJ oz U) 0Q ww ZWOZwD- �Zw�Ix¢�0WQO �Q� aQ� LL ow twQ � azZ < ILQ O maw O O Z W U) ti 0 F M O > Q � M LO LL to W 0- M Z U W W �C:) O J N N O N I N 0 O 00 �• (0 v--— 00 O N o N o N N N O O N CD N CD N CD N CD N O N O N /1/1 N 00 O Ln �- 00 CD M ', NM O w O C I 0 1 0 I 0 CD 6 I I 0 I —, 0 I CD 0 (N j CD 0 N 0 cM 0 d' 0 U.) 0 O 0 ti L f Z Z -ZO O _ 4-0W��> oWv� w O _vo�o � 0- LO aaQ -0 Vl ~ww� ZW H Q = moz I— x z �DZjJ N >2 � M aZZU- 2 Z 00 w N OJ2z O Q UDzz Z Z �Qo U U � O O Z A7 z J Uj N N LAST PLOT DATE o Jul. 21, 22 z 0 INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 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 CONTRACI OR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. IND IVIDUAL DIVIDUAL GLAZED AREAS GLASS INCLUDING U S MIRRORS RO S IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3 1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE 4ND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSSSHOP DRAWN ARE T BE SIGNED AND SEALED BY A 0 DRAWINGS 0 SIG 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 1_/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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 + W L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-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 AC1318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: CWIi1 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 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBCrR 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 R3 1, 8.1.4 - 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 - Cofncrete overpouf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied 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 con fiance 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 6-0" 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 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ot, Is IM Virtual Review Assist, Inc. Plans Review completed and a' ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N s N w. OF 3 ° f y�f00 # <,�" L ,n CD LO 4 f .e(�•'� r�4. 1 H 1 1 € 1 e d ] 5 <A z W z Q t/o) 4) m L E o i -0 W L r^' cy) m N V - LEi O O u o O if: CZ) � Q Up° -.i < JN V LU O N c M � 7 V V -a ryOa LU W ❑L (n WOF- H Q W of Q, O W z w z J�OW'Ou:Eocl JO Q Q < U QCyX Z) zLLLL_z�� a U � C'J O F- O OU)ofuj O�00mz� �(DilozYWpi. zu-0 �-' (n 0 Z aF-W��<�_2EW 20 a- s oaz9Q OW LLQ O I-¢LL 0 z w LD 0 ❑ M O Q Cf) M 2 U) Lid C�C M Z U Wz� W C:)J o N N O N 1 1` N 1 0 O 06 (0 Ir- 00 'r- 0 N 0 (N 0 N N N C)C:) N CD N i CD N CD N 1 CD N 1 CD N CD N N O r � C)M C) c C) O O 0 0 1 N C6 4 6 (6 ti c- CO z Z O O _ WU_I-'- 0W(0 W ,� O v oWQ Of 0 UU F- Z FF-- F- of =M0z F- Z f n V O J z N ry} 2 Z 0� M azZU_ 00 W N O�2z C)UU)Z� Z Q O Z U Q J O" °- MO W Z Q z z LU N N WSNO �� C) O C:) LASTPLOTDATE Jul. 21, 22 Z-1-+ O STRUCTURAL J DETAILS -1r I 11Ti-,T- II -T - THIS DETAIL ONLY DEFERS TO THE I IIAMO II -KIESH EXPANDED METAL LATH ATTACHMENT. METAL LATH —WALL SHIEATHING II II II I..... _ 1..... Ii Ii 16GAx1-112" LONG (3;4"-1" CROWN) I 16GAx1-1l2°' LONG 134,"-1•, STAPLES @ 6" O.C. VERT BETWEEN I A STUDS (NOTED THUS:—) - OFFSET I I II I I CROWN) STAPLES gas 6" STAPLES BETWEEN STUDS AS SHOWN — O.C_ VERT INTO $TUDS JFf /N-TED TI-3ClS:--'} METAL LATH ATTACHMENT DETAIL REV. 109.124.21 SCALE: T-011" 'DETAIL EXQ—EF-US THE REQUIREMENTS FOR !FEGR :03 1. 1 LATH' -ONLY APPLIES TO LENNAI x' 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 5'-0" STUB -OUT FOR -' GAS METER O — 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w m Q ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + -0" (TYP.) 4'-0° + + Ll+++ ++++ Z++ + + � + ++++ + + +++ + + + + + + + ++ + + + + + + ++++ ++ + + + + + + + +/++ + + + + + + + + + + + + + + ++ + + + + + Co + + + + + + + + + + + + + + + +++++++++++ + \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI@Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap_4 k .r FILL CELL STD. 90° HOOK BOND BEAM v7 w Q STD. 90° HEM `— CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM CTO HIGHESOT BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small ? ' min. 2" max ) gap / 4 max. A Clinch nails when IkAe� possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 Waiting. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. ---- - - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1116" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking 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.* 1-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 for each lapped joist. v Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) co q, 11 J � I I . r, 7ir.. A 1%" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6„ 6' CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2" Round Hole Diameter (in) 2 13 4 5 6 7 8 ! ;575 10 11 12 13 Rectangular Hole Side (in) 2. 3 -S 6 8• ' 8 10 Any 16L" joist Span (it) 8 12 € C�" 1'-1°' 1 -0„ V 1," 1' 2" .I n-2„ 1' 2«" 1' 2«„ 1"-3«` 1" 3.„ 1'-W 1 r ." i 7 4' 1°-11' 2'-11 « _2'-4"2° T-7, 9"" 4'-2" 3'�-2 4,_ , _ 1 , 16 V-0" ; V-1 a V-22. V-2„ 1„-7" 2'-5" 3-2"" 3, 10" 4 9" 5r' 7,. 5, 7,721 2' 0"" 3"-0'" 4 " 4� 10"" 5'°-11 °' 6'-1 1 "° T-11 ' 8 11 >. 24 1 De, 1" „ V-3" 2'-5T 3,-7, 4 9 5'-'1 .k 7'-2, S'-4'" W-r3 10 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate @ BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s@ BCI6500s@ 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s@ 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s@ 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10- 1 d nails. \nstall tight to top flange. �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap ]�� Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth . /if I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 518" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR °• a . • FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. >�o LOCATION OF >> SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION zf d ° a —I I, 111=III=III=11 ° �A. I I a: 11=IIIIII11—I I ° °IIII—I 11 ' 1 I ,,I I Illil —El l 1; I � )E I I �I �I F_I I-� SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION rPLUMBING LINE i i ° 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 0 1=1 11=1 I I: -I 11=1 I I —I a a_ 1- rl I = ° IE 1 I I —I I °—III;I- ------- SEE FND. PLN. SIZE & REINF. OCT Virtual Review Assist, Inc. Plans Review completed and appro' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 04 "N J Do ° � 00 f; a o ER :h Y Q w WC tj �P J 0 w ❑ z Q L` N E �? o W L N d f ' N 3 v c P C Em L 0 2 0 B o �} Oro Q t u6.q } >N w Qv E� V L CDco L/Lr'�I ❑ � rn uJ w~Q 0�>� XQ�OzofLLJI z LL O I..L V" Q � v� < D X J (n > O fn O 0 J O 0 O O ��WX0Z0�00mZZ�U J �' a-� z Y❑ Z z LL 00 W 0 o- LL Z QOwO�� YOQQ�4 O � O ❑ Q z U_ O �aLL 0 c V Z O� U)Zti O 0 � co M Qz 0- U) 2 U) U?W 0� IZ _M �M2- Z U WZ� W O _J O m N N O N ti N O O 00 (0 r-- 00 — O N O N O N T— N N C)C) N C) N; CD CV C) N C) N CD N N M N CC00 3 LO CD M � r N O M w C) C d C) - C) O C)r O O r C:) (fl C) N NC) �1 >I CD 0 0 0 0 . J 1 N r co'I LO (O I I` � 07 W_ VJ z z z 0 wF-� O-1-0WUI--'- O U0EQ W W 2 U O ZW~� H =m0Z O ~ W cV v z co ry %-2WW > M �zzU_ CO w (V O��z O Q U U) z Z z Q O z U U J -O O °- Q z SN1 z z w W 04 N0 @ LAST PLOT DATE Jul. 21, 22 z O STRUCTURAL — J DETAILS - -T -, �u�_TITfI � i u. nl (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" 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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD UL MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER o MUNICIPALITY. `�' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE Nam' T n °D 00Z M =III=III=1 00 6 MIL VAPOR - BARRIER IIIII , ® 4 IIII I I ®� I11= `2 COMP. SOIL. IIII (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III=1 I I —I I III ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS ,z_ �1 2 . . III-III-� a 4" I�• 00 e: �°.�.'�� .��• III 11I r =1 I I- �'`.^ SEE A/S3 OR J/S6— -I 1111 =1 rT L , 1111,11-1; FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS 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.) � D =III=III=III=1 m D ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH co ° °' 11=III-III-III II III —III —III—' r 18., U TYPICAL INTERIOR BEARING WALL W/ OUT UPLIFT r 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 i `ELEV. 0'-0" Ak A.F.F. e ` _. 4. c lR d, V a ° a'A ° :° a ELEV. -0'-3 1/2"z— a a ... d' e° v °. a .. a d ° . ° O 2x4 CONT. :a A.F.F. LL e 44 d - O n a N ° GARAGE DEPTH VARIES a GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT LIFT ON (IF NO UP L FT ON @ 24" O.C. VERT. OR WALL SEE 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS �I 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL 11 ° Z FOOTING MONO SHOWN ; D ° o �00 FOR CLARITY _ ° D D °D. I=III-III-III-III=1I1=_I -III -III- o. o ° ° III -III -III -III ? I I I I II I II I I I II NOTE: II I I II I II I II I I IIE—E I I I N *FOR BEARING WALL .. 1=III=III 111=III=1 I I- T W/ UPLIFT ONLY -III—I I . I I_I I I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-011 S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 0 0 11=1 I_I=1 I EEI 11=1 I 1=1 I 1=1 11- I! _ 11=1=III-III-III I I I i-III (1) #5 REBAR w/ OPT. ' 1—III—III—I 11= 11= I I=1 11= 11=6CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0° S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r M - =1 I p l 11=_III; I ', .:. •, I I i-1 I= -III 111111111 l i 4" Ed11= � � I -III �_° ', .• ' = I �I I II I I IIIII I I SEE A/S30RJ/S6-'!li1 iiililiii. ��,+++�+_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E O 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE — CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2� WWF OR FIBERMESH 3 1/2" MIN. D ° IJEEI I 1=1 I I= i'31 /2"(min.)- 4" 00 °D -I -III-III- ' 31/2"(min.) - 4" I I=III I_ -III I II- -II- -1 11=1 I I i I 1=1 11=1 11=1 I I III -III I I' (2)#ScoNT.11 -11 1111II1111111I11111�111 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (CD SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 112" 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 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "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) —4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH 00 31/2"(min.) - 4" =1 I I=III - =1 I I I I I -I I P( _ __III=1 1-1 I I - '=III+ I II � I i III -III -III -III III -III 1 (2) #5 CONT. 14,1 I IIIII �i�1 i IIIIII ,I 118,�- U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �GoN�o s FORM SUBMITTED WITH PERMIT APPLICATION r 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi N ° D FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] M � D 25" MIN. LAP [30" MIN. LAP] - -1 60 6 MIL VAPOR BARRIER -1 I I III D ° 11=III=III-1I - 1-1 I I I III—III-111 Mi 11 _ Z '- #5 REINFORCING BAR R 1 7/8 Ill I II 1 D : I II I II I II I II I ii II I II III I_II r #R I AP SPI 1('.F COMP. SOIL. (COMPACTED TO Mil ° . — 11=III—III- 95%MODIFIED PROCTOR ASTM I- I I-III=III=III=III=ILI=III- D1557) 111111111�,1111�11111�11111111111�i111-1 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2„ 1/2" FROM SLAB 0'-" 0J CONT. BEAD SEALANT INTERIOR °. e ° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 - _ = I'-III-1 N I=1 11= 11=_= M 6 MIL VAPOR ��I I I II (III (�'i L BARRIER —_ III=1 I -I i -I 11=' - �1111 I IIIII.IIIII I IIII.. 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 \I WWF OR FIBERMESH K S3 1►.�.�.A�.�-��:�:I��.�:I��:�:ILA.�.1_A�:�-��.�-0��:�:0��:�:IL\ SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE W D U J =1 I I=1 11=1 I I m 6 D g I=III-III=III W II-III=III II=� D (2) #5 CONT. =1 I ITI I ON 3" CHAIRS (TYP.) 8" 1'4' CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH , n p II -III -III -III- o III III —III —III—' r #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT Ko"G� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS - SEE PLAN FORq. CONNECTION INFO -I `' TOP OF BEAM & LAYOUT DESIGN ° — — — I111-1 I 1-11 I~ SEE ROOF PLAN c _ —° a ' ] ° 00 (2) HTS20 FOR STRUCTURAL r I III, III III, ;IIII III . 41 BEAM SIZE & 1 II — CONNECTION INFO M' 111= w 2x4 P.T. PLATE �n 6•• os.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M CIO SCALE:3/4"=V-0" S3 SECURE 2 4 P T BTM PLATE M X SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _� �. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 00 GRADE a ° FILLED SOLID (SEE PLAN FOR W -III-III ° 1-1II-III-III-II SIZE AND REINFORCEMENT) C7 � °' °• z-III-I III -I 11-III-I I W ILLa w 1 I=III I I I=III=III= z BRICK PAVERS or SLAB PER p O `� III=1 ! COMMUNITY SPECS � — _ ¢ 0'-0" FIN. i��i��i��i��i�✓i � i G�G�i��i�4��i��i��i��i�0 •I 10 I11-I -III=1 I i-III=III I I III -III =- FOOTING III -I 11=1 I I -I 11-1 I III -I 11=1 I I- U ...I I I-111-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN")I SCALE: N.T.S. S3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio' by Debra Anne Klahr PX2300 ¢ N N 04 04 04 @V;� jV/�g_. 9 F LO OD ui 3'5,$?. a Q Q y W FP r� W 0 z Q LO E > O� o M� W 5 V) V W L O B o TZ1 O +L o 0 ¢ p .N I W Q: 00O EM LM W L ��0 0 r F— Q W Dui vi Wpm Wes¢ cIf �QYzW Z W (� Q Q W U �D W0 U_000tL jpXQZ�LLpZ�pO�¢� JO a oUjWit0Zo�oomZz � p as 7 z Y O Z z� O W 0 0 a Z ¢0Wp�<� �wi320 LL of p ,_¢0 �¢� CD O z N 0 > cn O 0 M O � � Lq J 75 U) Q W Q � M 00 zv� z3: LU W O J O (O N N 0 CV ti N O O 00 co r M r o N 0 N 0 N �- N r N O CD0 N N 0 N N N N N 0CD N N N � OO 6 00 M o 00 It 0 . 0 O o r o r ,— 00 (D.O U) N'^ L ♦ � O O N O (' O Wit' O In O CO O I` Lo r z Z z — w O4--+ w U) O Uo�Q 0 of W Q z =ca0Z (� 0 1= W z� N �2ZW 0 M I�Zz DO W O-12z >_ 2 U�z� z Z =Qo QU 00J O a z Z z J LU N N O LAST PLOT DATE >O . . Jul. 21, 22 Z O STRUCTURAL — J DETAILS —MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN N (2) 2x HEADER TO SIT I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 (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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO 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 g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ,.. a a s O. d 8" STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ±i' - L NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4' FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J r o MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 �8x8x16 C.M.U. GARAGE DOOR_ C GARAGE DOOR ROLLER CONNECTION ASSEMBLY i .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. 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. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/81' 8" 7 5/81, 8" ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ Fm DOOR OPENING ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK JOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE BOOR _WW.. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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 w () ` (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR . INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. OA �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER - RESISTIVE BARRIE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 112" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A f /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL r 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 . AB, SPLICE STAGGERED /-10d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP 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 J SIMPSON i C i P.T' -ATE aimraUN Zr4 SP2 auwrwry SIMPSON SP1 SIMPSON- SP4 10L ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a. 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 acT Virtual Review Assist, Inc. Plans Review completed and approu 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 Z � 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" r O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 or4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. Z&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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. ,--PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N O N N as#.� LO D 00 2 8 .5805 ,° e _ Z w 1 O s xr 0 w 0 z Q E h 0 � N 7 N V 0 m � - t M 4j � O ` O 0 O u- o N Q U�� —._ •N U LU �N N i of r,- O a> _0 -moo. W 0 W 0 L Uj W Q � wHQ WR'��, �QYzo z of ��LLVOOLL JO Q U_ _J�O cyX z W o 00 P � Q LLLL—Z20 Z- 0w WwOZO'WOOcoZ� 0 �0 0 0 Z Fn SOIL zy0 Z 0W� a H� <¢--< � W 62O�Q 00Of D o 0QZ�a LL Q O +— Q L.L O O z N OW Z) ti E- cM O QC/)CMr— M ry Z V z� W �C:) 0 mi N O N ti N 1 O O �f 00 (O Ir", 00 V_ O N O N O N c- N r N CD )i0 N N N 0 (y 0 04 0 N CD N W C)O e d oC� O CD o o CD (o CD 1 '^ ! 2 a) >11 C) CD 041 CD CO C) '-�t CD LO C) (O CDL P` I I I CT CO Z Z O o_ WW~> own O V��a 0 0 Of W V � WF- 0�� Q =ca0z H = Z N v z j J M�y� W �}�2 2 � ro z 00 W N Oa�Z O Q U Ln Z z �Q0 rez Z U J O O a W � Q z z z w N W04 Q O LAST PLOT DATE Jul. 21, 22 Z' O STRUCTURAL — J DETAILS SIMPSON HGAM1( 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. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45' ± Ir"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD • 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON 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 TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 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 ti SCHEDULE FOR SHEATHING DETAIL 45°± z 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 EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)1Od TOE NAILS @ EA. FROM LEDGER TO END •• BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD L w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION r2 SCALE: N.T.S.. S5 TT 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° cc 00 SCHEDULE FOR -ill SHEATHING DETAIL BACKNAIL W/ WOOD TRUSSES `° - 50 00 1/ " 2"x4" CROSS BRACE (2) 16d NAILS XA APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 40� 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( O ADDITIONAL INFORMATION. -- 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 12" ,SH SCHEDULE ffTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K"_10 SCALE: N.T.S. +5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LE) 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 SCHEDULE 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 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO -� TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. �S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 r-WOOD 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"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T ON TOP OF PANEL-' BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z Uj BRACING w/ (3)10d x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E 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"x6 (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. a@ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @a 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" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKIN 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \,,S5� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOIVI CHORD BRACING 2X4 MIN. c'1 W W 0 o 0 v p z o W � m o CC o ' 0 v d W — — — — o C2 X ---- ' o >� � — — — — o C1 w - - - 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 BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 _ErRAr- Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi ion by Debra Anne Klahr PX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION DS @ 16" O.C. N N 1 Ct d N 3 d� 0 co LO 0 805 s q C a W 0 0 w W 0 z Q ^N > 0o 0 _W L '^ U M M N V -D C)_ 2 A) E 'L CCO W o G o�� Q C � - �� .N f, LU N ccQ� C M D aI" 0� - ��a 0 w w () w°�Jaoac¢WUOLLJO oL ai WOE WWQ O�_: Ofg zo z 0 Q Q ~ U DooQzLL"oz20o~aq (7wWwoz0,w��mzD U (� (n 0 z - M52wyoZz�`pWVO J ¢�w0�H6Wwp�U�Q <a oQZ Ir aW Wa o O O Z N O� 9 > (n O Q M 00 Q U) J LC) 2u `_ LO Z U z� W J 0 Cfl N N 0 N ti N r 0 O co CO r CO r 0 N 0 N o N r N r N OO CD N O N CDp N N CD N CDN N M N O r O r N M w OO 4 O O O r O r r O CO O 1 NC0000000 �1 ♦ i 041 '; M '11-1 Ln (O I- Lo I1 1 1 1 CO U) z z —z_ o 0 0 0 oRQ 'n I--O_- ZwlOf d W = -`C a =mOz - F- z f V 0 Lz Lz J z N 00 <z0 M _zzLL pp w (V OQ2z O Q U U) Z z z �QO Z U U J a O O W z z z w J N 04 W O O LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL i 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 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 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS ZZ7 O.C. MAX. f SHINGLE ROOF SHINGLE ROOF I L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w — PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT ><FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d : w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L` _ IO INSULATION N PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C �Y 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 CONCEAL E IN S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM --METAL SEAT ER PLAN O 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' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 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) C, w 4"x4" INSPECTION PORT AT Ir IL EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. o AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE N Q FINISH GRADE M ' i—III —=1 00 ' I IfI I —III —I I III —_ 11, 6x6 W1.4xW1.4III I I F 1 I 1=1 11=1 11 I °' a Q 111_=1 I 1�I 11=1 1- WWF ORFIBERMESH 11111EE 11I111111111111IIIII 1111�1�1 �— ' I ;III 11 I I� 1 11 111=1 11=1 I 1=11541 (3) # 5 REBAR ON 3"CHAIR (' • ,III, ; ,1 11-I I 1=1111 STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" 00 _T CD Z r � SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD ZIP / 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" " NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER eTE 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. "T" 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 SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF, 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)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 PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. 15/32" OSB EXPOSURE SHEATHING F x PROVIDE x BLOCKING AS REQUIRED PER f o SECTION X-X IF w NOT FULL HEIGHT SHEET --A z G FLOOR SYSTIM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W x SOLID 2x U) BLOCKING @ ALL j C C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C x w x E F 2xSTUDS W BEYOND. _ U) SEE PLAN o O '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING /rS 1/2„ 1/2" s' 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X 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 MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYa". H rn ? 0NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMI w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL J w O CrO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } Q 0 rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. x P 0 0 ) '(0O_ F m LL r Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL K cv W O O ~ MEMBER IF GABLE END LL C NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SFF'O� N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppxTFFLOOR TRUSS / DETAIL FLOOR TRUSS)( 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. _< 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 wl (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 =III ° III —III —I —I I1=III= —I 11 11I— (3) #5 CONT. ON 3" l 8" 1 V-8" I 8" I CHAIR W/ 3" MIN. L l CLEARANCE INTERIOR 2-STORY FRAME SECTION rs— SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. BEA 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 •� rid n° III —I I —III I I d a a4. ° IIIIIIIIPEII111 ° d G a (3) # 5 REBAR ON 3" CHAIR 4" V_ge W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 T-9' (2) (3) (2) (2) (1) LSTA30 9'-16- (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 1I111; 11 0 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. OCT 2 0 2022 Virtual Review Assist, In& " Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Ili AIM 1 . I' I . II �...1 11VI I] 11., 1, IL I I _. - - - - I11 1 1 I- Tf.- - -. - - - 1 N N dui: I� y 1 J-`+ LO O 00 e P e ¢ A V �^. Cen AJG'J✓ BP"ea W O W 0 Z Q LI)n'L 0E VJ 0 M 0 ) (� V) U 000 t co dlM A) >- L V/ 2 O - C O �_ LL a O U o TS1 • N Q � �� .N `..' } Yk Q) i w Q o E 2 CL ,0 CQ 2_j w0wvYW W QZ~ � 000L/ x LL ?aJZD" X�OZO oz>00 QU(n D_ O O m Z�ZJ� 0 O ZJaZYO~¢O�HWWQLLI �Z zLL oWoOO OQ o0 o LL ¢ O Eiyz ¢ LL O O Z N OLLJ ti O 0 cM U) ('M Cn U) ti Lid It IZ M 2� Z U Z� W W C::)J O (0 N N O N f` N O O CD � 00 O O O �- O O N O N O N O N O N O N O N M 06 d 00 O Lo 00 O C) , , N O CO w C)CD CD CD O O P 0 (6 0 N'^ �i ♦ � > O No 0 C7 0 4 0 Ln 0 6 0 f` 1 Z Z O C)�-' _ W owv) 0 F_ O v=�Q Q 0 M =m0z [V v H Z O J � l• l � Z 00 w N rO, U�zz Q Q H .J 2 z O Q z QO QU O" O J w r Z z z w J W04 N (=)LAST PLOT Jul. 21, 22 DATE O Z O STRUCTURAL DETAILS -MONO INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN. 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 1 11DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16" 0 X 3" LONG FURRING TAPCONS STAGGERED @ 16° 1x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER*4"'2X8 uc Ur%T VVHLL TO PRODUCT APPROVAL FOR CON 1X4 (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. &FROM EACH END w/ M.8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 1211 O.C. 3/16" x 3 -1/2" 1 x4 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 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN .2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2 DETAIL 2 -11A DETAIL STAGGERED @ 12" O.C. 1-11A11 nFTnn X I 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.) 1/4" MAX 2'-0" A 1 X 4 FURRING _ SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. >\, 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 114" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END 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 ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP) STD. 90 FILL SOLID HOOK (1 BOTH CELLS i i NOTCH WEB AT +5" FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 174" 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 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING ORC NG WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. D p D �°. ° II—III—III=III—III—III D °III=III=III F]I1=III D'° III=III—I I—III=1 _ I GRADE D. p . D IIII, I I- CN C7 p - z S� SIN 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 kR YP.) THE :S I IAIA(V`C0TAQ1 C IAICTAI I TInKi FILLED CELL INSTALLATION ( H 1 SCALE: N.T.S. ' ARCH' PLAN AND PRE-EN1 _ x F ,,. . T R-- Zx S U B `AsCI.�, ALA UM DRIP ED E [ I ALUM FA.SXCOL 1 S' T, M I II [ E,' F H E _ -4-_ JT TEI'TEL PE.. I =TE FFI :.' s' -I "' - - _ t_ F T `. EN'TEL= - 4. SOLID wCDFFIT 1F2x4 daILE_ _.-xL'U3t.KBNC.NAjLEDTO`0P €2 NAIL P I" 1 G+Iy 0 (L_ I °1'RFLf?EILE �7E 1 1 TEF L F' t ,IR S IL SEC1 g I = DEIGN -'R `�I� RE SPE IFI F r _ 1T `' EN TS � � ,; �AC',��TNG _T D EN THE DES' r .PI ER� _ �1 IIEI~ N 2 F' OFF1T _r- FT CH 4 A,_L I F: ALPHA ALUINt 1I10 FL4E iR5 FL F R+.WbD T A PF CHANNEL FATEN 1 s . I'. IL .0 'CIA W", EL1EEDM`N �3I 16 IAA 3 4'x 1 " 1 ;%A,L STAPLE' ^, 24" N1AX. 0,C, IN tip[..0N_ . TTE_-RrI 1.°€ STRUCTURAL SOFFIT TC)r,,`F3TS WITH, SPANS P1fr \,^ €1 a 1,;i 2 2.1 i 1' : T 1 1 1e w Mai BLt y4 KIN PFIR I HF- �_-FET F1 _NSJAILLL_ I e :t I j FCIA REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS, 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k OV (2) 10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD + + RyC'r/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP �. a EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.G. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP .grAI F- 3/d CCC CLICCT Ill AAIn z O O W Z) U U) 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 HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" . CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " a' OVERHAN �s v y� a RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO #5 BAR p 10" ° p ° CENTERED W/ IN TOP o _ p �E, KNOCKOUT/ N V�=IIT CHAIR BLOCK MONO FOOTINGI I p' SIZE AND REINF. PER PLAN I I — ° AND SECTION DETAILS -I I CLEAN FILL p ° p DIRT 6 z °. STANDARD o 0 90i HOOK N #5 BAR IN FILLED CELL ° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"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 1 1EXISTING FOOTING RETROFIT FILLED CELL DETAIL 141t��.i�Ial�r� Ttlal 14 1 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. ® %T 2 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th td by Debra Anne Klahr PX2300 -.' m ; N o N ' ,j e LO 00 H 805 a Q z %11 F. 4 4 W -m A 2 O w z LO E n > 0 O i Q C 1;-, M M A� E '� :E o Y/ D O 2 o 0 O o N ¢ Q s U - 610 -5 .0 w Q� N n` V s 00 � W L p � rz,O N z w ❑ uj Uj` W 0 LU Q � J 0 LU 99yzz� � O Z 0 ? C X J Z yQ Z Q Q O oW�W—°zoW°—°�mZ0_j (�00 (n z -IC7a�zY0ZZU_0WO�-i CL 5 ,W620 a- ¢ILL �W0�1¢ oW o Di 0Qzq�¢ ¢ ¢ LL 0. LL O O z CV O� i (n O z <rn(MO J U) LL QLu<Lq cM 000 zv� z W JC:) O O N N O N N O 0 01) (0 v- M r- o N 0 N 0 N N N O o N 0 N' 0 CV 0 N N 0 N 0 N /�/1 N a0 O L6 Ob O M r N O M w O c �t o - 0 0-) o o r- o � o c4 0 0 i N'^ a) > o 0 C'41 0 M 0 CD u7 CD CO CD 1` 1 1 Id 0_ 00 C/�j �/ / Z z Z O 4--+ W wW� ~ 5: 0 —❑ I—o�� Q OCr LO z a=¢ W L-2 I- � M O Z a = Z N /V�� Z ZO > J 00 0 z 0f M _Zz 2 pp w N OJ2z O Q U) Z z z T_Qo QU U a Oo W Q z z z J W N N t 04 O O LAST PLOT DATE Jul. 21, 22 �--+O z STRUCTURAL — J DETAILS-RLTRO FIT —fl I I I III- - - -- �i. � i TTIL. .n�.ItiIITs i".j. 11iI, ..I ...4;. ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). JIIV[ r JVIY IVIJ Il1G IVY/ l IV) I VU IV/11LJ FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, 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 GLUED AND NAILED —� /, 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: Z' = 1'-011 E I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SE ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' 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 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" G.1� SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF G, STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER . 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" CTION VIEW SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 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 J STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 1" X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" 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 Z) I /Ai K UUNO I NUU I IUN UC I Al Lb (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) 2X PSON MI 10dx11 U 1 POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" OCT 2 8 zor2 Virtual Review Assist, Inc. Phut hvilew completed and approved for complibr+cle with the 2020 FBI; 7th Edition by Debra Anne K(ahr pl(2300 w N N O U. C14 ° r.yhl DO r LO i 0 co 6 LO i 9 05 a � Q ,J W y (" 0 w 1 � i 0 ZQ i i /N 0 ^ o M N N .I— N C6 N V 4) p 2 o 0 = p "0 Q i UJD� } �N w Q� W L O E� 700 -a a W w w�Q �2J fr9OzZof Z Op 2 J 0 a a �— U I- Q O X J U) p o 2 2 o J O<ZLL- z��o�aQ C7 W W Z o W o m Z 7 V �00 Z -jOa�zYe0 LLpWO�J (n <F-- �-WWZ2U�Q Q O� oQ u.Q O maw O O Z N O� U—) Z) 0 0 1.-: M O Q M LO It LL U ti Lq I— tY t1 M 00 Z U F— WZ� J 0 N N O N # ti N 1 O O 00 CQ M O N O N D N N r N O O N O N CD N O N O N O N O N O N W O Lo `� W O A r O co w OCD �t - O 0 CD i 0 c- � C) � 0 1 Cfl C) ' O CV�OO00000 L , > N M It L0 (0 f-- LO r- 1 0 00 V) Z Z O W U) O �WO �tyo WW Q LO-0 '' ^^ V l D F- F W =mOZ VOtz H Z tz � ^:�, l �l Z 0�}WZ> �2Zof Z Z L- W � 0 � � O a W Z _QZ ~ O V Q U J O" O FM= Z Q z z w J WINST N t LAST PLOT DATE N o Jul. 21, 22 z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/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 OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20 OB 8F24 OB 8F28 OB SF32 OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B BF28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 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 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 1 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 1 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 550 784 1 1047 1 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c^=r-4*9cm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-OB RF22-0B RF26-08 RF30-0B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6' (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 15048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,o =-404" ''"� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 IVA" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,�.CR� "'� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (63") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4As7'-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F161T 8F201T 8F241T 8F281T 8F32 iT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T Y-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 1 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 12694 3295 1 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6 (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113315 147115 181 151 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 881 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 347 1 446 (11 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 (it 393 (11 480 1 567 1 654 1 142 230 369 531 713 Qj 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113M 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10124 200 316 450 600 7 756 12 (#) 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 4CAST-4"4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-1T 8RF26-IT 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 4'-6' 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 1 5074 5924 T-8" (68") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 (151 2322 16 395 589 1135 1514 1893 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-0" a] OCT 2 0 2022 Virtual Review Assist. Inc. i Plans Review cam.pl+eted and approved �r1 1 1t 1c{e .w0tb the 2020 FIC 7tbE " by tttrla A'1kk'tI° gitghT I ` 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 oe > D > D _ G D 0 0 0 0 0 8F16-1B/1T 8RF14-1B/0T 0 0 °a C, - > G � e e 4 >- D ae p " 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" G K.O. BLOCKS W/ (1) #5 CONT HOR 0 0 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. G J Q H H Q ❑ � ' t� w Lu v - w Lu a #5 REBAR AT ❑ F- J a ° BOTTOM MIN. (1) < Ln REQ'D zo , ° ° 16 GAUGE POWERS � ^ O' o " STEEL BOXED 0� a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR G C.M.U. a 00 GROUT U) #5 REBAR AT BOTTOM OF LINTEL CAVITY z = O� w z = iD 0 0 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 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 04 04 O N 775,04 4° an �- IV, 00 LO Y- o_ 1215 z cWc f+ W ❑ z a cn a) LO E > o-. O U W\ L L -0 11co N V �c co E 'L .c O W 0 2 o _❑ T� o s U� Q • }4, = ( i 00 E V C-) 00s} �a" a W ❑ LLI uj W 0 w~ Q � g Y Z c Z Op 0 JQ QQU Q�-0 W J O Z� WQZ LL LL — J U Q O ZZF Ou)2z00'OOm WU. d>fn W W W55 W0'<0 it O Z LL ¢ F¢ Q O W Q O Z W Z O U❑ a Ow �H - �M ow 0 � p Q Z Q wQ 0 �QLL O O Z W O1-- ;U)o 0�c(MO LO u- - ti L0 W _M 00 Z U W W J O O N N O N N i O O 00 CO r' 00 0 N 0 N 0 N N N O N N 'N O N O N O N O N M 6 00 6 00 A D O w O c 4 0 O 0 0 6 �- 0— 0 (6 0 o cn NLID j o 0 N 0 CM 0 'IT 0 Lf) 0 (0 0 1` ; 00 �^ VJ Z Z O O}0 WUF—� 0 W u) O U a ^F—O�n V/ Z W H a r� =m0Z H Z (DO�w NZ �2Z� W N Oa2w �o ��ZU) Z map • Z U c� g 0 0 Z a z w W r N " � O LAST PLOT, DATE Jul. 21, 22 Z O STRUCUTRAL j DETAILS B (LEFT) 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)#51-(I)#5U (1)#5L(1)#5U (0)#5L(1)#5U (I)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-b" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1536 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 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 48 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 6 8853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 98 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 0355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 29 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 12 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 473 473 328 455 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 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 (2) 7116strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 755 215 2 No.5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 164 164 124 179 (2) No. 5 N R N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTH j LQUANTITYOF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)45L(I)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 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 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 188. 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 134" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 1 849 1232 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 15'-4" I N-O" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2) No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL"H" DETAIL'T' DETAIL"K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0 LL SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 7 4" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 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 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6-4" &-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S.-SOLID LINTEL -1 F LOWER LINTEL CAVITY [8xI 6-P-1 L/1 U] NOMINAL WIDTH j LQUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#511 (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 1 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" 64, PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1 1186 1014 1251 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2) No. 15-4" 14'-0" PRESTRESSED (2) No.3 f2) 7116 strand + 1095 1095 551 887 2 No.4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No-3 (2) 7116 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 524 524 277 526 No. (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 488 488 260 493 (2) No. 5 {2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/ 1IU] NOMINALWIDTHJ `QUANTITY OF 15 NOMINAL HEIGHT UPPER LINTEL CA` 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)#51-(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" 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 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 34' PRECAST (2) D4.5 WIRE 2) No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5WIRE 2 No.4 6871 6871 5482 6814 74" &-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 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 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7116 strand + 948 1948 1093 1591 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1368 1368 771 1264 (2 No. 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + 1084 084 615 1095 (2) No 5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 1008 1008 573 1048 No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT S-SOLID LINTEL I r LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL -DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (21 No. 3 5713 10000 10000 10000 4'4" 7-8" 2-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 7-6" PRECAST 2 D4.5 WIRE 2 No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 ' 6382 6382 6-8" 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 V-9, 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563- 1563 1113 1455 DETAIL "DH" DETAIL "DY DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU S-SOLID LINTEL QUANTITY OF #5 BAR AT r LOWER LINTEL CAVITY [8x16-P-1L/1IU] I NOMINAL WIDTH NOMINAL HEIGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE -TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GKLD TOP LEG BARS: (PLACED I(SEE SCHEDULE) (1) #5 CONTINUOUS REG-D. ER STRUCTURAL PLAN 2"STIRRUPS AT 4'-0" cc bo mED OR WELDED) Ln LnTTOM BARS E 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 TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" _ (1) #5 CONTINUOUS REQ'D. *a M PER STRUCTURAL PLAN r T 7/32" STIRRUPS AT 4'-0" cc rn (TIED OR WELDED) Ln cV BOTTOM BARS SEE SCHEDULE 7 5/8" 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 42 DESIGNER MAY EVALUATE CONCENTRATED ADS FROM THE SAFE OADTABLES BYCALCULATING MAXM MRE�STINGMO ENT 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 DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6' 1 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 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 6603 4891 6909 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" C-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 1974 (2) No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 (2) 7116 strand +2) 1T-4" 16'-0" PRESTRESSED 2 O No.3 1698 1698 944 1546 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1348 1348 753 1330 2) No. 5 (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 1254 1254 702 1271 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No.3 1023 1023 576 1121 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 r' DETAIL"0" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/l U] NOMINAL W IDTHJ J L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / 'BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (o) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5-4' 6-9, PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 T 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x811 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 l U 0 L II I) SOLID #5 l U 1 L f) O #5 (O ID(0) L #5 1 U 1 L SOLID # 2 1 L 5 U I) O DETiAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 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" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 6-8" 4'4' N-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 1 669 669 462 537 9'-81, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 1 489 1 489 261 393 '•.try : '•..w� : •;.« •s DETAIL"DA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0" 2'-$" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 6-8" 4'4" N-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 64" C-O" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION 4 ` = • ' [8x16-P-IL/IU] f'4�: rat: f'*h:• L RIYW 0 DAR AT .•�• ',�; •,�. �� DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION $---1 rww [8�-P-IL/IU ] LIIIII ,,,,yw� a wR Ar %IE "m uw � TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH j L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY OCT 2 8 20 Virtual Review Assist, In' Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN Wx8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 I1'4' Precast 132 651 12'-0" Precast III 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-T Prestressed N.R. 100 N.R. = Not Recommended N 04 T N 00 ' a 3 e Ln B Rp 4 e W y ¢ , 71 �s r... o W 0.' z Q n' N nl E -0 ^� W i ,= V/ U v> 7 V) V -Q -0 , % ` () W 0 ' o O LLo Q U�� -s •^N, w Qom, co V V rz, la Q (� W ❑rQ LLI LULLLLJ20 W zI- ]_W W��Z O�Y jIf Q Q� 0OO- =�O�LHL�1--JOZ1Q uO 0 0 Z CL �z>QZLL01 OYZL �WOQOw Mo2V¢a ow o 0QzIIa LL a o a LL C) C) Z N vJ p (0 o Q U) M � G vJ z W < U? 0� 0- cM 00 QUIQ Z - W J 0 W1 N N O N I I` N T O O W (o T- ao T O 'N O N O N N N C)C) C) N C) N C:) N 0 N C) N C)N N nM C� ob O In - W O A � 1 N O cm o C) d C)O - 6 CD o O � o (Q C:) N Lo ; cD O N ?o !IM O 41 O LO O I O I O ti LO CO (� z Z o O- 4-0owin W0�>- w O vo�Q �TJ) LO -0Z O 0 W W = W< ~moz =�-=z �zJ M �ZZILL 2z(if CO W N Oa2w C:)Q U W z z Z F Q 0 se Z U a OU o Z Q z w N W O LAST PLOT DATE > Jul. 29, 22 z O STRUCTURAL J DETAILS B (LEFT) -Ili-rTIT-T- --1 --rT I 1 - ., I F - T Till _.}h, 1 ZN9NMn&9ff 4-V2'x4-1--'2'x 2-1) 5ee Ami-xii ao fts A325 Gaik iTyppi washpri; Back -'ross Support . I 'I'llray be grTrar to W1 Right Bracket ( � 6 Gauge) 4 Stulf-Drdlung A/C W-vit But I Lam CV41� 3 fIRRI lipnrg;� Front Croce Support (May be- curt tu W! Left Bracket 10 6 ituppe g _U Ra r k G'li i!!�'5 S Ill V��ilof t I n � cr A /C b n a Eicia. 1 ua-n Sid4O� � T , Wlcui� 3 cOi fc�Thulrrica%RRc� N�,L� ol� 11, 31'�� I '1_1 I r� 'Lo' "ilit P" RAL-rd wrow mquorl I finc ft� =_ Mgmam- 2291 Type Warnuarti Afroma4w 2020 Small VIN PI.I 0", Cgragore� Sn��,Juro CdEpanene, Pro= lrilrodj so 5 EMIT of TeLhrnflogy c_� anno, lgagitfrod� �'cuxl�g- gepart pr TM a I I' FLAT-lo 1�ajleneO AFM a Ln'_�'o Fkande 111,05022-Ris a,-6rvit, P4 'wmei Erigri Sw At �=urnbar - NOOSP, 1 #1 �4O�51 C 2 $Ps `IV�t Model #1 54C�51 1 V= #15401,2 ttvarffdor' - j M -1, - . rven A" . = I vioati An. 540-574 Floods Departmeritt & Business & professional Regntation Builclang Codes and Standards Product Approval Application Detail Entity UL "at Egiong4r & Lll�#M Vall"ild Ray Mloh.c. Graham Nrefres!F Noe,*Pr L=ke llwdeo P E N677) -41,A36a PE rIW-In f,-A; Zuvlgloo ".to��rnarnt com Dutd Function Flood and VentiII Vent Dug: Fundron Frood and Ventilation, Vent P11 V-1 [no.: tted Froad �'.pt lsoqwt L Garage Dow Flood Vent W_�vt.L' Ftud Vont Z '&� ek� Cuume Door cloPol Vi I 2�i5i2a_� .Qd-- 2= Dale ftni 2" YOU" Submitted VOC Apprilval Approyad StAtus I Z11 (TIMn 12n6r2020 I 7J_1 M20 20 Aprr��d guatBa-Asivinimcge Aggracdamsor U Nvm v-1 Ior tm@ Irimaot -im QL Carva- EAalrelforg Data W-41ri OL-41"J's Resistan' pro��aa 126IQ013 la� yea WA �100_!Eg IWI r.1023 Y-5 yas N.'A * 1 Ont- OLT I ?A1 f P,I" I Iiv' Y P41A , 1 00A. in � imlC`32 "MA, loo�lclz i E, 0 Z3 ys' 'ii ea NjA NIA 3 vt,a NA 1 a, � I I, yes, yat RIA WE Florida Department of Business & Professional Regulation Buildina Codes and Standards Product Approval Application Detail Page 2 of 4 92JR PM Pak Q;thp P�Lftd I M ime yorrisoff Manufactures Contact k=& LI Validalvol Validated Subm Itted FECAgiOr"gill Approved statur. Revnsw 20-29 Trtem�-Tru Corpr,ratioq 'Sae'e'ja�peroton Lyndon F Schmidt, P E Ryan J KALg, RE, J4A1W2-.;21 111"31 MIX Categorf. Exterior Doos PF,4'��40,Q (813� 7R7 R555 SuInGategory: SwiI Ext0riOr Doc' Assimafies cc Compliance Method: E-1 �afiaan R-ot from a ceisedFlonla Prorescronal Engineer PL#20468-13� groducts Quality Assuran Atiproved for U A Rpro,,RNI for U Impac Design sea # Pi�! NumberorName 2t _M70L Product Description Contract Expiration Date in HVHZ Outside HVHZ fLesistant pressure "o-o Rm Ond So oron, St.r N-Pnal "F4013RP &q_t;lrPPg0TgOouPt "Loatue 1-1",112022 No Y" T, N "A 'Earri Edge Fjll,orqlas� S�pql,, Da�o, ii-somirrvoistswrig: X config-atl 2 b T"T71 1� Flb�l arid �th Star �p�q 12t3rli2022 fill Y_ Y_ NrA C-poste Edge FilperglLarss &-ngL- Door wth srdelne(s) X0, ox or 0x0 configuraI a -The' rnnsi7riv Foeef-CILOegg -d S-n-SW Nomai.1 e&439�6 &dRuiot; In-paQ4quot, Dpaqtre I W, 11204 140 Y_ Yes NIA sile Edge Fibergi-_ DoOlale Door Ath or XX orOXXO -IT 9�rswnsj 4 dd. fhAma�lw rbe.-Cl,,4�sc ..dTTtn-,Mat LE, _"gI fg%MQ,,D &qogfrI'nP�qt&!-t l2r3lr2022 nin, Yes ye" NIA I ,tP-,poPate Edge FibiarglsaO, Single Doc, ftnr,��'Quts�,vng; X 5 c T�iorma-7,ru lalknef-Classic and SnOdorth-Star Nominal 9$439,0 &qw� I mpoclAqw-A. opaque i 2t3l Q022 N. ye. yes NhA Cornposite Edge FibegLa% Wgie Door wth landel'to'(' ) (I..%WngAD(ftWng; XO� OX �' CX0 canfi "a' 6 1 Ther�-TruFibec-Ciatvcard�-�th-Star NE.... .039r,0 Opaq�ga 12131 t2022 N10 Ye's yi WA C.Irinp-1. Edge FriborglAsa Double Door Win or vOrtnout Sdelnes (I rOsvemiglOutsvArg, KK or 0XX0 confa u r."or's) 7 g Therma. Trig iFibe,Class. and S mooth, S Is i goornirac O&M,6 MuctIrraoRcInquot, Glazed 12131�2022 No yes Yes PdA Crnrnpcmte� Edge F,bergoso, SAigia Door 8 or, Triaar-rgi-T� N-virtai 30391 Glazad 12r.'n-022 f� Y_ Y.* WA Composite Edge FIberglass; Smile Door veth Sid.1kne(s) (I.-Onglo.I.WiTs X., OX .' OXC 9 1 -raur �Tra Fiber-U�ssrc arc Srncoth-Star Nominual 6&#3R,8 8tiplatrImpactarquot: Gimed 12J31.12022 1`*1 Yea yes IJA Compos' a� Edge FIbefiglanut Do-i Door %ith or vvithout _'WeRes 0 rr�rsgiiDunaanrn: or CXXC corrisgP'21I 10 1, -1 arrnoo-Tvj Robei'-C4,vosic can; Srn�sh-Star Nominal gsma'o &QuorIp'P-FtTga.tf' Glagodl lzrl3ir.022 YA. yes rVA Cornpowte Edge Filoarglarn 99gle DooI (1nr-_no!0ut&Wng; X 11 R, 7h4rma-7,u ]Eidw.Classeo And Sn-oar-Sla, NDrarnal 8&#'39.0 &qLsdt.ImpQCt&quen' GlaOad IlMlt2022 Yes Yes REA Cor--Fate Edge Fiberglaaa Single D wth Sadi (1-wingtOutsvOngir XQ' CX or 0X0 '_Z nations) I -Fe,rmR-T,. Fibii aa& �,th_SW Norni"PA! n#319110 &CW1InPp*1Mqu*t Gined l2f3112022 No Y" Yes WA Compoma, Edge Fiblargilass Fouble Door vAth or vOthout Sidelitas )01 or 0XX0 =tfigurarfions) 13 m Therma-Tru Fider-Glasw and Snnooth�Slar Nomin,al 6&#3918 &PRuctimpactRtrguot, Glazed Molded 12131IX22 st. Yes yes )VA Open Composite Edge Fbefglarssipgla Door � TIvA6T,s10Lrxvlo% X oonfigiigation) 14 n Therrami Figber-Classic And S�tfi-Sur tLittioal it&43R.8 &quiot� I rripart&quoi Glazed Molded 121�31f2022 NO Yes Yes WA ,--Pao Composite Edge Fariorplass Single Door voth �Ea,agl Molded Oaden Sidivit (lP_-Mngr1COravivng� xC Qx or QxQ confligu 'ationt, 15 T-rama,T,,ti Fiber-Clansto an� Sartaath S., N-minal 68i#39,8 &cgurat, I mpavotalaiI 0-ed Molded No ye� yes NIA r,:,,eo Composite Edge Filderig- U-ble D With or vAhout Glazed Nicilded Open SARglites fl-tvinoo.tswri XX Of O>-_0 configuratTors) 16 Therma-TI, Fnbor-ClssI And S-Irrooth-StaL R,00pnutal 6&#3gr'R3 &mOot rnpact&quot' opaqu,a 12o3l 0022 P40 Yet, ye" NUA C-pai.Te Edge Fbargo� tonq�- D.orvvIh Molded Side tfr�s� Y'ri, 0"K of 00Q. 2 17 q Therena-TINJ Frgr&T�Classic And Smcith�Siarr 6&#9g� 8 &qO'dt Opc'n" 12,111r=2 rfo Yes Yes ROIA CnImiaaorta� Edge noerglo�5 CA�I,fna Dorn Pint or Iti .lazed Molded ORO- sidegees flnrgmrrg`Quaswqq XX or 0)0(() otarargurations) Florida Dapsartmurd Tar Business & Professional Reannation P� I of" Bulding Codes and Standards illit,021 Product Approval Application Detail Code ErAllar or D.I. Date Date Foam 24A 9-9P- A I I— vnilIvaai For VA&I"o, A,il-P PIV, Anro Arnm � ReAsIon 2020 ARI vNindog'aand C.- Brent SghnqOr Li.iin Routr. ran.. ta I Lh& -E lQ06rox. 1W115QG:a) 12/15O=0 Pov.0d cahagai'v! Dt.r.' C 7=a," aaaaacan.gi ola'g LIP, Caarral.- M.thod; EAb�Ior Rn fr- a Ron- .1 o J�1,111 'IMd. "orr- ="'n e a, r lan.linni AsTrynainsis 1'roarnasum U11 ApArriract gno ve 1.-qt pysign kglA -Pistrict M949INlyraim gr Minn Emalngr_�tu.�cg g I gg loll DRIl se cirlina dyliz SIRS.12UP! Irkmg. 1 S�R ES 420 At URAINLI TO &3C SERIES 420 ALUMINUM SGD jXC -L'31(,1024 it. yra No NVIT, 145-7V4&4t�,,S0&q,,o1 N014-PEIN-�0RCEJ _�PR��Ea�420ALUIAINUMSrD SER17-842�)ALUrOI14Uh44EGUGX.X.C�, a,,' N. Yes N� NOA S'56wot %8W.t; NOWRINNFEkCffn 3 sCritt 42.-u.'Po A Cot 012RIfft 420 ALUten-sl 600 ftI-M OXO 4��,�024 'j, I l4t-W4&dO.t.6G&,1..d 4 SEA ES 4�1r,AtIRAINLJot SGD REINFORCED SER, F$ C�0 AWMINUM SW RE�%VF:PCE3 OX. yso N. tv,& X0 xx 5 PER ES 4�10 At LIRAINUIA SGrr RENFuRCIaC 'ERLES 4M ALUMINUM 80P RB.N11' RCED OXY Imir�014 no Y.e rho MA 14$4 AWV XpaWOV: May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please provitide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product suppliershould you not know the product approval number for any of the applicable listed products. Cate gory/S ubcate gory Manufacturer 1 Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL153�32.1 - 171_15332�5 +40.0/40�0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL1 5504.3 +28.01-30.5 psf 121131/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185, F Ll 74991.2 +60.01/-60.0 ps'f 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D� MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL, James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192-2 A. SIDING NIA 1213112023 B. SOFFITS Alside Solid and Vented Vinyl Solffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 C= OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B� UNDERLAYMENTS Tamko 1 3-lb Felt Underlayment FL12328 N/A 6/29/2023 C� ROOFING FASTENERS NOTUSED D, ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918A - FL16918A N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076,11 - FL1507&2 N/A 12,131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHOiRS Simpson Strong -Tie Pee chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197A - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 N/A 31131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 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 must be 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) copy of the applicable manufacturers installation requirements, Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Florida Department of Business & Professional Regulation Ease I Ofl Building Codes and Standarj,_ 11SM21 Product Approval Application Detail Snilk or An Rift !W- ftaft 2m. MW Yuri KAMMWAUM GROW firsdomit A 1.1"ma VAIMARata & Aulusmad 1`11C ftnaagal MAO R-,s,." 2t -1 r, Curr[Os Division OAFADIG n,e Tom Raday UL L-C T�gy tirshop, o RE -211e"70,10 $203V= t2/21V202C Appronoed Cisagogrr� Exltdor Dro, :64'1 IW2813 f$541 V47-084D 8,,1OCk@g.ry; Eator." D-C-pon-4, tam dttyG....bkar Contanlavic. MathiAd, cation Vrk dir I-Isting, In FL-1 lolt;r-egr Pciakicts Quillity Arigroro[Mg ApittoyO forItpeer Apyn---.d R10) Impact plailm Prad-t DarsAoff. 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H ftw-.t-.A fuslga!lro 52�72 r111PI-Dia F.'ar-I'SGS.9r, H-9 11010AM21 No Y_ No �601 60 Laminated Ga� Florida Department of Business & Professional Regulation Building Codes and Standarrou Product Approval Application Detail Puq� , or I filtw?i c1I Innilty QL Dallas kd At Data Pon drill Pills ILM Y_aotaa, flutiagal,11 ager Y-VL4&2d& Velklatud 111IM111111 fur 6W'-M AWK21ad RILU R-,.g,n "'at, rAl Vyind�u Ord Door' An Bren.Sltinger ""a"a "Pa"Iteclural glt�en hi Urkh PRE 1006=10 10141)60020 1W 9J2020 Approved calegorr Wed- ?7i 7E 365-2300 K.-facti.,ners As-.tn (717) 317-8454 atitcar.g.ry: r1-lWs5d., C.Orial- M.thdr Cetifiagalt, Mark or Listing Fbtrl=� MPE-Apigns AVLrevad for Use ApRoaoed far 11 I.P..t D..lq' §2MA ��Zrovg.Pl 11, I.Nurfion,ortuarna, &NMI WsGriatIgir 1 In WHIZ 2!11991.12119 Relifflant 2[glaturr, I HS IN Fivand Pont, F,-TTr, TU62 lr.lstdd GNns UZ119,2024 No )6. No , 5 "V r5 Florida Nparum" of Business & Professional Regulation Building Codes and Sta niclards. Product Approval Application Detail Pao, 1 R2 Van'02 R D-ae Pantma Date ENAii ava-1- R,W,ribn 2,21] All Windo.1 Ord floars Bront Silli Agatertin Nchrectral Slev" M. Urci, FIE 11 j22J20120 1 V-1212020 I i2SQ-1120 Approved CarageiryViend-s .717) IG-5,3300 MarafOonor- A-do.lion (7i 7) 317-84.54 satc.legloy Fored Compliance formort cert!nagorr Mark a USTIng FLJF!4�40-RU ftroti Shad Pro&- M.M. Morris. or N- Ouality Assurningi A2prond for Us flod-1 DairorlIption Conti -act EIrpliratlorn Data In HVHZ Awrovied for 0,, OLd.1d. HVHZ lrnp*u Fteststana ogranin P.-,. 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May 27, 2022 PA ol -FT, I Ij I - I 1-4 1 - - il : J, 1!': , I it% l I j i'll 1, .- I a) C_ U) C-13 0 -0 > c- �' = 2 Ld) a) 0_ Simpson Strong -Tie 2020 FBC Approved Products Uipdated 12Mf2t2cif Simpson Strong -Tie 2020 FBC Approved Products Updated 12130,12020 Simpson Strong -Tie 2020 FBC Approved Products listed lacra, Updried 12r3012020 Simpson Strong -Tie 2020 FBC Approved Products all CST atanxivals Erkia below, r, For direct (inks to HERr Updated 12r`3012020 c, 12 Fordirect licrnksto�ll 881 acpprvia�s listed beiria, CIACV HERE fed.For 0 Ell For rareci inks to ri�[ SS7 appiovals sitc! hecAv, CLICK HERE dinicit links to all S87 approvals CU ad--ftional Rimiatim re, r;e at Acceptii l NO ALI_ n Pending Florida's Slarawde Product Approval System and Wairri-Oade County Nch 11c, V.4"01A p- -rco it,li)A) �Ql� w a4difourl trtferribon regarding Flondki Ittsire4wol IsroductAqVirrival SWenT an J pliarill-Padri HoLos oi`A� _�iipia lado Couci� For addil rifornialcrici arclardfrig Florida's Statewide Pi odpitAlrorrival System and Nillorni-L pir Zi Of Acceptaoce i ilti For addillonal triforionlon regarding Raiders Statewide Procilurl Approval System and Maro-Drade County Notice of Acceptance Ill ",LJ� (3) FL#2355-R7 FL#10446-R6 FLA404.16-R5 11 HUS, I series hangers Face -mount hangers available in widths ranging from 1-518" to 3. =3 CIO -cu U-) 9116"and heights ranging from 4-5116'to 11". Concealed flange (D -0 () -2 SecI Product Model. Number or Name Product DescriLtion �jjaq plumber q Product odel, urtill r Nihil -N Pr_Qqqqt clitap'liptop Se q Product Ml or N Number . @ftne Pei UPA aucILDEraq version (HUSC) available for rupees, having width equal to or 0 0 r,. -0 I Titan Stainless Steel Concrete & Masonry Screw (77N-SS) 1/4" diameter TRan stainless steel masonry screv, I A21. A23, A33, A34L A35, A" Angles 1 2 BT, ETB, BTH CMS_Tl2,CfvlST14 CMSTC16 Grape Ties Coned Straps 12 "US series hangers greater than 3-91 Face -mount hangers availabike in widths ranging from 1-718" to 3- 0 CDL 0 (3) 3: 2 APA21, APA4, APA6, Al APVA4, APVA6 Outdoor Accents Angles a 3 AP1344, APB"R, APVBW. APSWR, APB88r APEtarR APB1010, APB101OR APV644. Outdoor Accents Post Bases 3 CS54. CS16, CS18, C520, GS22 Gaited Straps 5/8" and heights ranging from 9-1/A!'tc 16` 0 U.... - FL#9589-R6 AP1,1844R, APVB66, APVBMR, APVB88, APV-_81JR, APVB1010, AFIVS101OR 4 CSHP18, CSHP20 Cared Straps 1-0 14 LGU3.25-SDS, LGU3 63-SDS, LGU55 25_SDS LU210 Face -mount hanger-, Face hangers; :;-- CZ CZ 4 APiD pi APDJT2R-4, APDJT2-6, APDJT 2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-8, Oul AccentsDeck knst Ties 5 CTS218 Giampresscriffension Strap LU24. LU26, l -mount 0 > Seel ProdLigit Filli Number or Name rlmdu ct, l Piton APVC)JIMP-6 - DEiiP SS�, TSP stud to pull Im 16 LUC21OZ Pa.. -unt 11 0 I SDIO112DBB Outdoor Accents Connector Screw 5 APHH45, APHH46R, APHH61 0, APH H61 OR Outdoor Accents Heavy Hanger 7 H1, F1,10A, H2 5A, H3, H5, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in didirl ranging from 1-9116"'to 4- U) a) CL 2 S091 12, SD9212 SDII 0112, Spill 0212 Strong -Drive SDConnector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVUS, APVT4, APVr6 Outdoor Accents L arid T Bea ii to-Colump Tics a HGT-2. HGT-3 HGT-4 Heavy Girder 7 iedown 5f8" and heights ranging from 3" to 10-15116". (/)O co CL 3 SDDI 1 28S. S09i2i 2 __S "trang Screw S -Drive ED Connector SS S 7 APILH24, APLH24R, APLH26, APLH26R, APLH210, APLH!I10R �otrp� c- r- --r A Li�clhtHanqers H12A Hurricane Tie 17 MGU3�03-Sl MGU525-SDS, WGUSSJQ-Sl MGU5.62-SDS, MCU7LOO_SDS Face -mount hangers C_ CZ 4 SDCF224Z=Pl. SEX.;F22512, SDCF22614. SE)CF227S), SDGF22858 SDrF22,1014, Strong -Drive SCOP Timbi Screw a BVLZ Erc,,. Vari Lcidqirl COirrieCtof SS2-SIl HS52-2-SCS3, HSS2'-SDS3, HSS4-S0S3 Heavy Stud Shoe 18 MIU series hangers Face mount hangers 3valactrue in vviatchir ranging from 1-9116"tor 5- SDCF221134, SDCF2121334, SDCF271958,,eDCF272353 9 CST2Z CBT4Z C oriceri Beiairl ress 11 IlST2 HSISL HS75, HST6 Straight Straps 113" and heights ranging from 6-15/16'tci19-Ii2` 5 SDCP22434. SI)CP222312, SDCP22c514, SOCP22700, St)CP2,12858 SDUP22,9112, Strong -Drive SDCP Timbei Screw 10 CJT3Z, CJT,17,C..rT57, CJT6Z I-IonIealea JoiFt Ties 12 l HTS20, Hl Hl HTS30, HITS30C ce1'y -Tv'It Strap 19 MUS26, MU528 Face -mount hargers 6 SDCP221 100, SDCP221134, SDCPi SDHR27400. SDHR27614, SOHR3'1400, SOHR31614 Strang -Drive SDHR Combo -Head Screw 11 12 DJT14 IDS Deck Joist Tie Dr V i SIOD 3 14 [-,,-SQ113KTZ, HTSQ201<TZ LFTA fess Tevisl Strap Light Feca-Tre Anchor 20 SUR, SUL, SURC, SULC series Hangers Skewed hangers available III widths ranging from I. 9)16"to3-9M6"and heights ranging from 3-111 6"to 13-14"L 7 SDS25112 SIC-125134, SCIS-9,5200, SDS25212, SDE25300. SDS�5312, SDS25412� Strong -Drive SIDS Heavy-Durty Connector Screw 13 FC4 FCP3 Framnik Clips ®A I-ST-19 Lg�Al2 LSTA15, l I-STA21 LSTA24 LSTA30, I-STA36 stiaight Strap, Concealed flange version (SURC, SUILQuvailable for all double SDS'215500, SDS25600. SDS925800 14 FWAN-7 Foundation Wall Angles '16 LST149, LST173 Straight Straps 2X and 4X models, only acute flange is concealed. 8 SDS25112SS, SIDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SOS l Duty Connector SS Screw/ 15 E;A1 GA2 Gusset Angles 17 LT B20,LTS40 Bridging 21 U series hangers Face -mount hangers available, in widths ranging from 1-9/16" to 9 SDVVF2719 SDVurl SMW2724, SDWF2726, SDWF273P= Strong-Drivo SOWF Fir -to -Floor Screw 16 H2A, 1115T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties a LT512, LTS16 LTS18,LTS20 Light tStrap 6'and heights ranging from 2-518'to i 1-ri 17 18 HC JTZ Hw4 HH6 Heavy Concealed Joist Tie Heart e r Hanger 1g 20 MGT Ml till MST48, MST60, Ii Me -drum Circle.- Tredown Straight Straps FL#10007-RS 119 Kusi__ Knee-Braca, Stabilizer 21 Il MSTA12, MSTA15, IASTA18, IlISTA21MSTA24, MSTA30 MSTA336, Ni straight Straps FL#1 0667-R6 20 L30, l L70 LOO Anal Hawaii - Pl MSTCAO, MSTC52, IVIST066 MSTC= Straight Straps Sim # Priouluct.ModeLN-jumber or Name Product pe-grilml 21 LCEA Pow. Cap IaSTpi4HIiEi. MSTC6683 Straps §.(l Product Model. Number or Name Product Description I ATFl ATRI12 ATR518, ATR314 Threaded Rods 22 LS30, l LS70, LS90 Skei Angles 24 M,5T126= M5T136, MST148, Ii li Straight Straps I BA series hangers Top flange hangers available in wildfids ranging from 1-9116" to 7- 2 ATUM,. ATUID6.2. AT6UC91 All ATUDO-3, ATUDI 4, ATUD14-2 Alunninurn Take -Lip Device r, _SCZ Adjustalcle Stair Stringer Ciarcriector 25 MTS12L MTS16, MT'Sliii, NITS20, MTS24C MITS-11a PATS30C Mad turn TIorstStrap Vs." and heights ranging from 7-116'to 30"r 3 4 BP3)a-2� SP10 RPN2_"r RP50ii-2, Blpfi BFY-V4, BPag-3r BPR7'JD3-4 CNW316, CtiWU2, CtitisclSicd, CN`013/4, QfINV516-1/2, CIPA1,1i`4-5M Bearing Plates, Couple, Nuts 24 25 _SSJ26LZ, LSSJ12l LSSJ28LZ, LSSJ128RZ, LSSJ211012, LSS,J21ORZ LSSR 1 BI, LSSR2_1 � LSSR2.37, LSSR2 56, LSSR21 0�21 LSSR4113 FpId Adjusiablz Jack Hanger Field Adjtstsrt� Skalosiablek'Skevvible Hanger M 27 NCA2x1 012 NC A 21112-12 NC A' Zxr,8 -15. -N C A�_! 0- 16, NC A 2x 12-16 RCVVB12, RCWB14 Flinging Vicall: Bracing DGBF series hangers Top flange hangers available, in widths ranging from 3-5,08" to 7- 1/8" and heights ranging from 9-114" to 24". 5 CTUl CTU065, CTUD66, CTUD75, CTUD7 0, CTUD77, CTUD87, CTUD88, CTUl Coupling Take -Up Dev ice 26 LTP4 0IF15 'Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 1 series hangers Top flange hangers available irwidthis ranging from 1 -1?2" to 3- CTUDi CTUD99 27 ti till..24Z, MI-267, Iii ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-IMI'te 24`. 6 N3, N4, i NO Heavy Hex Nuts 28 NIMI-18 Roof Tie -Down ?C 5PI, SP2, SP4, SP6, SIPS Chird Plate Tie 4 IDGHF series hangers Top flange hangers available in inautis ranging from 1 .3/4" to 3- 7 RTUD3, RTUD35, RTUD4, RTUD413, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 NIMHC Hinged Roof Connector 31 SPH4,SPH6,S1PH8 'leavy. Shed Plate Tie 518" and heights ranging from 9-11TV'le 24"L 8 TUD9, TUD10 Take -Up Device 30 rONILU26, MItAl MMLU28, MMLU28-12, MNILU2210, MMILUI211, MMLU139, MMLU1311 Face4,lount Hangers Z12 SS' ' � 5 r SS25, SS3, SS4_ 5 Stud Shoe 5 EG5, EG7. EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take-UpWasher31 RBC,RBCP Roof Boundary Clips n STP, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST623e Straight Straps 718" and heights ranging from 11 rite 32-1n.". 10 URS3 3/6'Uplift Rod Ran Tiodossin System 32 RST-1 Roo,`Tie-Down, 34 TB20, TB27, TB30, TB36, TR42, TB48, TE54, TESS, T860 Tension Bridging 6 EGQ series hangers Top flange hangers available in YAdM ranging from 3-518" to 7- 11 URS4 I r2' Uplift Rod Ron T I odman System 33 RTC22Z PTs,__;42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB 10, TWBI 2, TWB 14 Wall Bracing 1/4" and heights ranging from I 1-11A" to 32". 12 URS5 518" Uplift Rod Far, T rednern System -A -5ri- ST-T. DITC, H7C4 Truss Clips 36 VGT VGTR,VGTL Variable Ptah Girder Tiedown -1 G 3LS series hangers Saddle hangers available in widths rahigingi from 3-14' to 6-7/8" 13 URS6 3/4" Uplift Red Run lHadown System 3.5 T-Il TJC57 Truss iiiel VVEr VVB106C, WB1 26, WE"prisCr "V"rail Wall Bracing and heights ranging from 81281 36 Z2. Z4, Z44 Panel safferrier Criss 8 GLTV series hangers Top flange hangers available in milths ranging from 3-114" to 7- 1/8" and heights ranging from 11 " to 3Z' FL#lD441-R6 9 HS series hangers Top flange hangers available In vvidths; ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30", �W ProductModel.NurftBergr Namie Product Description fea Firg d rccti l M . _UUMjg9Eqir_Ua_ine Er2dp_qt Diall 0, ril ri 10 HGLS series hangers Saddle hangers avilable in leodths Faqnti from 5-114" to 8-716" LU 1 UTT2 Hoki-co-tr Sea# Product Model, Number or Napre Product D 1 CS'pI2 a76 5, -_BH2 370 63, C51-,12 37x5) 75 C-npraled h inge is and heights ranging from 10.1,124'ad 2811 2 HDC_IOraL HDChirQ2 Hord -dawn I AHEI Artustable Hp,Ead Corril D_- Drlt_j, DHUTF series hanger.; Face-mourct iDU,L DHU'y acricul top -flange (D"UT- hangers I I HGLT Ise.ries hangers Top flange hangers available in IrAdthe ranging from 3-114" to 8- 3 4 l HHDQ-11, HHDQ14 HDU2, HDU4, HDU5, HDl FIDUJ 1, HDU1 4 Hold-down,2 Hoid-cfam, 3 DSC2R DSC21_-Sl 0:5C51R-SICIS3„ DSr_51_-��, GBG Drag Strut Connectors Cable Brace Connecter' available In walks congicing from 1-9116"to 34416" and heights ranging irons ci-VIS" to 21-16II6". 12 HOLTY series hangers 718" and heights ranging from 7,11Z'tc, 32"r Top flange hangers. available in vvoro.s ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlip. anchor 4 H_CM - HC-,p2, HCP4 His Corner Prate HGHL,-63-SDS, HGU5 25-SDS, HGU5 50 r;iADS HGU5.62-SDS, HGU700-SDS, HGL'7r25_ Face -mount hangers lirl and heights ranging from 14" to 3�T' 6 LSTHDS, LSTHD8RJ Strap -style hord-ciaral HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, ]1 HHRC5.25/3-25 HHRC5.3713 12. riciavir Hip tc Ridge Connectors SDS, HOU9,00-SIDS 13 HIT series hangers Top flange hangers available in vsdths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HPPI-FA 4 HCUli" -,i- I-S.- cotco-..or ii.rat- -ilabl--rith. ranging from 1 618co 7 cillFf"-d h.icIrit, canoino from IR" tic We' 6 Mi Mi, Strap-tyle parlui anchor U HRC1.61 , r:RC22 Hip Ridge- 3!8" and heights ranging from 5-5116"to 1�2-7ffl 14 HUSTF series hangers Top flange joist hangars available in Mal ranging from 3-1/5"to 9 PAIS, PA-- PA28a PA 5, PA5 1, PA68 Strap -style purtin anchor 7 LRU26, LRU28, LRU210, URU21, Rafter Hanger 5 HI4.GU5.25-SDS, Hl 50-SDS, Hpil la-- _ r i.- El 17.00-SIDS, HHGU7 25-SDS, fahai�=n irrupt hangers 3-9/18" and heights ranging from 5-318" to 13-1Y8". 10 FrAl PAI23, RA128, PAI35 Strap-sityle, pri anchor 8 LSUpri l LSS0210 Light 1_,dpeabr&,-_-kew@bIe U Hanger pi OO-SDS I S HUTF, HUCTF series hangers; Top flange hangers available in wd' ths ranging from 1-9116" to 5- 11 STHDIO, STHDIORJ Strap -style hold-down g TBIM. TI Truss Bearing Enhancer C, HHUS26-2, HHUS28-2, HHUS210-2 HHUS4A, HHLI:S4A HHUS41 0, HHUS5,50110, Facscirriount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHD14Rj Strap -style hold-clarrin 10 TG24. TC26. IC28 Truss Clip HHUS7 2-1/10 version (H UCTF) available for all models Having width equal to or 11 THA29. T ' 13, THA21 8, THA218.2, TI THA4113, HA,Il THAC418, THA422, Adjustable Truss Hanger 7 H-SUR, HSUL, HSURC, HSULC series herigem d face -mount hiarrgers available in widuns, ranging front 3- greater than 2-9110" THAC422, THA426, THA422-2, THA426-2 118Y to 57-1/8" a" heights ranging from 4-3iEV' to 115-3/4" 16 HWP series hangers Top flange hangers available in wichirs reading from 1 -9/1 S" to 7- 12 THAII 81122, Tl 06122,1l 11122, Tl THAI322, THAl THA1422 Adjualable Trucr, Hanger Sized for I -Joists C-ancealed firinge version JH$Ul HSUDC) available fear 1/8" and heights ranging from 5-3Wto 28". 13 THAL422. THAR422 Scarred T rues Hanger dcruble2X ancl 4)iimidkdlels� only eoutieflange iscancealed 17 HV,/PH series hangers Tooflandre hanaers, avallablein widths randria fil I.WS"tcl 7- 14 TlUA26_ THJA26, LTHMA NUItivIe Truss hangers 8 HT U?6 HTIJ28, HTU210, HTU26 2, HTc-c23-2, HTU210.2 FaCC-nnounthoogers IP2" and heights ranging from 5-318"to 32". IS THJM2-4-SDSr3, THJM2-5-SDS3, I"HJU26, TH,IL,126-W LipleTruss ", ril 9 i-il, HL%; series hangers "race -mount hangers available in vindths ranging from 11-9/16" to 7- 18 ITS series hangers Top flange hangers available in vial ranging from I -gcI 6" to 3- 16 TSBR'2-24 Trusis 1r2` and heights ranging from 2-778" to 119114", Conceated flange 5M" and heights ranging from 9-11mv, 165. E7 Vill VRAX�. VPA3, VPA35, VPA4 connector- Varamp Pitch r- -sion (HUG) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9f16'and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7-114i'. ff) HiEC U-8lt-Q-SDSHUCOI.81111-SDS.HUi-- 21-uDE-,HUCQ210-3-SDSLHUCC310, Face -mount hangers 20 JPA series hangers Top flange hangers available in vackm of 1 .9/16'ancl heights SUS, HUCQ410-SDS, HUCQ412-80S, HUCQ5 2519-Sl HUCQ5 25/1 I-SDS, HUCQ610L. ranging from 9-3116" to 13-118°'. SOS, HUCC612-SDS \/V\ OCT 2 8 202 Virtual Review ASSiSt. Ine- �n� Plans Review Completed and approved, l for compliance with the 2020 FBC' 7th EdiLr io by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated lZr-4&2020 Simpson Strong -Tie 2020 FBC Approved Products Uldcaneir l2,'30!2(c20 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated _EeY2-020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3OM20 For direct Inks to a -I CCIT approvals listed below, C LICK HERE For direct links to all EST approvils listed below III__!i7K HEHE For direct links to all SST approvals listed below, CLICK HERE =, ISJ Mal a.For direct finkstoall SST apormccls latedrarker, =l HERE. Par regarding Florida's Statewide Product Approval System and Mancri3Oade County Notice ofAcceptance (NOA)_ �Is&�JQLtl For additional Information regarding Florida's Statewide Product Approval System an d Miami- Dade Courny Notice of Acceptance (NOA), For additional irfornrianorc regarding Florida's Statehide Product Aaproval Systern and hclianrs�Dadie Ci,,&Y Notice of Acceptance cNOA), Far additional information regarding lipanin rc Elarewide Product Approval System and Miarn -Dra�: County Nadi Accepter g a (NOA), 211 LB series hanger-, Top ficarigia hangers available in vacciiii of 1 -9/16" and heights FL#11468-R5 IS ISBV1 SO, SILSV1 81, SILBV2 0618iLN/2 37, S,L2V2 56, SKFIV2 68, S1LBI,13 12, Top Flange Joist Hangers _ i 5 SET-XP Adhesive Anchor for concrete ranging from &A0tin 15-118", ScL8V3 SO, SILOV3 62, SILBV4 06, S/LBV4-12. Sti-SV4 28, SIi S1LBIV5.50 5 Strorg-9iolit 2 (ST62, STB24SS, STFP=6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series forgers Top flange hangers divallable In Width of 1-9116" and heights Seq IF Product Model, Number or Name Product Desocnpton 19 Si SiDt T22' 1&1-17114, HTT4, H 11`S Hl'oldovions, steel and Types 304 and 310 stairaeris steel ranging from C R-1/1 6" to 13-1/8", 1 HHUS210-31, HHUS2104 Dist I-c2injec X E!r,iSTpil maps 118 m it 11101 ga) 7 Trion HD THD-H, THO-HMG. THD-114SS, THD-1 THI THD-C,8I3,SSl Than HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, Ul LEG7 series hangers Top flange hangers available in widths, ranging from 3-114" to 6, 2 HRSil HRS8, HRS1 2 Strap T ma 21 SP4, SP6 Stud Plate Ties available voth hex head in carbon steel and Types '104, and 316 718" and heights ranging from 9" to 33412`, a HUCC210i HUCC210-3-SCiS, HiUCQ31O-SDS =Iaciit i; _-a 22 c-P -SP. TSP Stud Parker -I--, stainless Stae'T or vAb countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 acist Hanger 'clC, DTC Trvss Clip Type 316 stainless steel 7)8" and heights ranging from 9" to 32-112". 6 THG01_SDS3, THGQ3-SDS4 5, THGQH2-S[)S3, THGQH3-SDS4.5, THGQH4--1;DS6 --bril Hanger 4 TBD2_2 t muss Brace Diagonal 8 - re Titan HD Rod CoupW (THD37634l THD50934RC) Till HD Threaded Rod Coupler for concrete 26 MIT acirm-, hii-rc Top flcircy. hag --aid.bl. -idth. rapai.qfra- 11-CrI16" to a- C_ THCVV3_, T11CW3-4. THCW4-3, THCW4-4 H TLrc+F Truss Jlk Cann Lr 0 ILt.. HD 7h,..d.d Rod H.ng.r ITILDS-2161 69RHT THIDEi37168i TH037212R H, Tit- HD Th-d-il Rod H-9., for -rct. 1/8" and heights Hii-irling from ril to 24° THD50234RH, TH010212l 26 PF, FEB, PFI PFDSB series hangers Top flange hangers available in width of 1 -9116" and heights 10 Wedge -All CiVA) Viledge-All Anchorfor masonry ranging Ircm a=I, 7 Ird"r FLiI141473-R5 FLVI arnIal-Fil (D 27 28 RR VIR series Hangers Ridge rafter =-imecter Top flange hanger-spirsiliplatir rivordthe ranging from Sed # Product Model, Number or Name Product Description Sea a _Product Model Number or Name FrEedu at Description FL#16230-R8 I M" and heights ranging 9-114" to 32" 1 DETAL20 Doulkile Embedded 71`aSs Anchor I CQM3.62-SCcSHOk, CCONW62-SCI_4Oil CCOMSSO-SDSHOG, CCTQf.l162_SD1_:p,- Mas.cqj are, Caps 2 3 FLTR, FGTRHL, PGTRHR H 16, l H 2, H 1. 6 - 2 S Girder RevarriAnchor Hurn- -w CCTQM4 A_c-SDSG, CCTON15 5U-SDEG, C-CC QM3 622-S-I)SIG, CCCON4.62- SOSG CCCQl 50-SDSG sea # 1 Product Model, Number or Name AT-XP Product D-ossIurlD.Win AT-XP High -Strength Acrylic Adhesive for concrete or masons' FL#108604? 4 HFTAI, Hil li, Hr"i HFTA"14 HFT 144LI Frob-didpd, Ti - Anchnr Fic"s-1 Clrirrl k"('hPCCI C.IUSFcX-Xr I DMI`18n-!KT, livariannry Pvr (:apt:.: -1--Hp PT -HP Fli Adhesive frrr nnnsinnurV 6 HETAL12, HETAL16, HETAL20 Em"eddad TruissiAnchoi EUCL.LQMD4 62G KI'F ECCULQl,ID5.5OG_ KTL EC-,CLRQfA03.620 KT. FZCCLRQfV]04 62F-1- 3 Si SET-XP High -Strength El Adheeri-jr, !,or masonry Sect # 1 Product Model, Number or Name ABA44, ABA44R, ABA4QL ABA46R, ABA66, ABA.66P Product Description Adjustable Post Base 6 7 HGAMIO HMO HHETA1H HHETAM-, HHETA24, HHETA40 ,tail orri renuft tronnectors Heavy Embedded Truss Arri KT. ECCLRQMDC 5OG-KT LiGUM5 25, HGUM5 90, HGUIA7.0Q W'Up,17 ciCnLryl Heavy Masonry Hangers 4 5 Strong-Boct 2 IST821) Ttern 2 (TTN2� Strong -Soft 2 Wedge Anchor for parsioury Titer) 2 Screw Anchor for Concrete 2 ABU44 ABU44R, ABU46, ABU46R. ABU5-5. ABU5-6, ABl ABU(36 AgUirl ABU 88, Adjustable Post Base 8 LGT27 LGT-�Sl S LGT4-SDS3 G c it or ` I e d ovvin 4 I-GUN1126-2 LGUM26-3, LGUM26-4 UGUNIl LGLIM28 3 LGUlvl I-GUM210-22, rklasonry Beam Hangers 6 Taen HD (THD-H4SS, THD-HFmS, THZ-US,;SS) Trien HD Heavy -Duty ScrewAnchor for concrete available In 304 ABU88R, ABUICIOL ABL1010I ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUp,12_1G-3 LGUM210,4,LGUM46 LGr,1fA4S,LGdM41O or 316 stainless steel with he), need and -16 stainless steel with 3 ABW44Z, ABW44l ABW46Z, ABW46l ABW66Z, ABW66RZ, ASW7-7 Adjustable Post Base 10 META12, MTA16, META18 META20, MIETA24, META40 Embedded Truss Anchor 5 NIBHA3, 12,111125, MBHA3.112111.25. MBHA3 56f7_215. MBHA3 5l MBHA3.56111 25, Maso-HTcp Range Bearn Hangers countersunk head, 4 AC4, AC4R, ACE4 AC6, AC6R, ACE6 Post Cap 11 MSTAM24,MISTAM36, IvISTOM40, MSTCM60 Strap Tie for Masonry Mi 56/11.88, MBHA3 56114, MBHA3L' '&16, MBHA3.56118, MBHA5.50R 25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete of masonry 5 BC4 BC46 BC4R, BC6, BGGR, BC8, BCS2-214, BCS2-3/6 Post Cap 12 NrITSM16 MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019 25, MBHAS 50111.25 MP-IIA5,50111 .88. ME-HA5.50114, MBHA5 5CII16 6 CB44, CB48, CB48, CB66, 0868 Embedded C_-Iumn Base MBHA550118 (D 7 CBSQ44-SDS-2), CBSQ46-SDS2, CBSQ66-SDS2, CBSQ8&SDS2, CBSQSS-SDS2 Embedded Column Base 6 MB-HU3.56i 1U- i MSHU3,56111 211, MHH51 S& lviHi-lil 56/141 MBHU3,66)1& 3 25, 1,18HUS 50-111 -_-, ricial 5.50111,88, MBH U5 5014, Masonry BeamHangers FL#1 6937-R3 (D 8 CC, ECC, ECCU Series Baked column cap�. with W1 ranging from 3-114" to 9-ItZ'and W2 ranging frorn 3-516'to 7-17 FL#,j 1496�R lv1BH U 5trill 8, MSHU5.5019 I'VEH05 500 a IVISHU5,50118 S- ea EMduct Model, Number or Name EMill Description 9 CGQ-SDS2 5, ECCO-SC625 Series Screwed column caps with W1 ranging frorr. 3-114" to p1f2" and Vir ranging from 3-5,18" to 7-ItZ' Sea III, 1 Product Model, Number or Name DTTlZ Product Qescripelan Deck Tension Tie 1 X34BI 01 6-5K, X1 S1 016, X1 Bl 016-4K WilS1016, XQ1 51 016-4K #10-16 Strorg-Orive X Metal Self -Drilling, Tapping Screws with #3 Drill Point > U) 10 CF1T44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Failed Holdcvxis rL#13975-R6 2 )a_QI 14171224, XLQ I 14B1 224-21K #12-24 Strong -Drive XL Large -Head iV etal Self -Drilling, Tapping 11 EPB44A, EPV44, EPB4Q EP866 Embedded Post Base 3 HD3B, I HD78, HD9B Borted Holdo,rxis Screws will 1 #5 Drill Point and Large D rimeter Hex Washer Head cu 12 EPS4Z Emakaddied Posit Base 4 Hi HTT5, Hl Tension Tie, Product Model, Number or!NameProduct Description 3 XNIQ1 14ST224, )OAQ114131224-2K #12-24 Soong -Drive VIA pilksoilurn-clarici phandStiff-ITriling, O > 13 LCB44, LGI34zilit Embedded Column Base 5 LTT19, LTT20B, LTTj31 Light Tension Ties 1 SEIVY-22300, SIDW22338, SDIOV72438, SDIJV22458, SDIA22500, SIDW22600, SD'A122838, ram _2634 Strong -Drive SDW EWIl and TRUSS PL S-reveo 4 XQ1 14S1 224, XQrf I 4B1 224-2 5K X1 14-51 �-4, XQl 12S1 224, X01 1261224-2K Tapping Screws with #5 DuRI Ponta. d Medium Diameter Hex #12-24 Strong -Drive, X lateral Self -Drilling, Tapping Screws with #5 0 14 15 16 LPC4Z,LPC6Z Ivi MIPSGUZ, fill PB44, PB44R1 PB46, Pi PB66R Light Post Cap moment Post Base Embedded Post Base FL;IrI3628-F5 7r 3 SDvN` 15450, SDNC1 5600 SDWH19"'013, SDWH19400DB, SDWH196OODB, SUNH19860DS SDVVH191GOODB Strong -Drove Sl TRUSS Screw Strong -Drive SQWH TIMBER -HEKSorew 5 XU34SIO16, XU34B1016-5K Drill Point 410-16 Strong -Drive XLJ Metal Self-Drdling, Tapping Screws with L_ 17 PBScl PBS46. PBS66 Embedded Post Breas 4 SDWH27600G, SDV\,H2-,aYr-. SDVVH27IOOOG, SDWH271200G Strong-Duve SDANH TIMBER -HEX Screw #1 Drill Point 18 19 PBV6, PBv 10 PC.44-16, PCAS-16PC48-16, PC64,16, PC66-16, EPC44-16, EPC4616, EPG48-16, Round Post Base PostCap1 $eigilit Product Model, Number or Name SE] -A. S071fixiihil, S81x30 Product Description SB Anchor Botts 5 M SDWS,,6212, SOW516300, SDW$16312, SDVVS16400 ErDVvS1MuO0, SDWS19712, SgtIS2240G,.SUVVbZ25,jo,SUWS22512, SOWS22600, Strong -Drive SDWS FRAMING Scoiriv Strong -Drive SOWS TIMBER Screw (Interior Grade) < 20 EC PC4Z, PC4RZ, l iii PC8Z, PC;8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCORZ, I Post Cap -EPC64-16, SSTl F 53FB20� SST524t S-TE28, SSTB,4r&5E16L,aTB20L, SST SSTB28L S�TB Anchor Bolts 7 SWS22500, Sli, SDWS22 I il SUArS221 100, SDWS221200, SOWS2l 500 SADWS22300138, SDWS22400DBSD 225-uDDR, SLAVS2_96l SOWS228000B, Strong -Drive SOWS TIMBER Screw (Exterlor Gradel FL#33320 EPC8RZ S0VVS221 ODODB §2g # Product Model, Number or Name Product Description 21 PPB"-4Z, PPB44-07 a SOWS2-2312DBB, SDIiVS2:2512DBr3 Omdoor Accents Structural Wood SGFeW 1 DSSCS43.5, OSSCEI46, DSSC648, DSHS Bypass Framing Drift Strut Cbrinecrof 22 RPBZ Retrofit Post Base FL#13872-R4 9 SCW$27300SS, SGVVS274OOSS, SIDWS275OOSS, SE)INS270DOSS, $00,iS2780OSS Strong -Drive SDWS TIMBER SS Screw 2 FC543 5, FCB45.5, FCB47.5, PCI1495, FCBrl Bypass Framing Flioad-Clip Connector SDWS271009_;S, SDVVS27120()SS 3 FPHSE)34$1018, FPHS034B1016, PPHSD3481016,5K, FPHS034S1214, FPHSE)3461214-SK #10-16 and #12-14 Strong -Drive FPHSD Framing -to -CPS Self - Tapping Screws FLjIl See# I Product Model, Number or Name CNIST=I23 OMST14, CMSTC16, GSI 4, CS16, CSIS, CS20, CS22 Product Description Caill Straps TO 11 80VvV13400 ST N _2 2 Strong -Drive SDWV SOLE FO-Rcril Screw Outdoor Accents Hex Head Warder 4 RPHS03461214, L:SFC2 25, LSFC4.25, LSFG6 25. SFC2.253 Sl 25, SPC6_25 Drilling, Steel Framing Connector 2 Hi Hl HRS12, FHA6, FHA9, FH,Al2, FHA118 FH.A24r FHA30, MST126, MsTl;:ltd StFiaps,97 mR ll 2 go) 5 l 25, LSSC6.254 SSC2.25, SSC-4.25, SSC6,25, MSSC2.25, MSSCrl MSSC6.25, Steel Stud Connecticut Sera # 1 Product Model, Number or Name FJA,FSA Product Desarreetion Foundation Anchor 3 MqTI48, V91160, VST172, SYNA-ST27 SAAST37, SIM4411-48 Hi HT520, HTS24, Hl HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 p1SSC42SKVIu, 25kW Fil RCK4V5.5, RCKW7.5, R-CrQvirii RCKW5,5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 L3TA,330, LFTA36 L_13T149, LST173, NISTA9. MSTA12, NISTA15, MSTA18, IvISTA21, MSTA24 S--_p5 4r. m;E (i I; gat 7 SCS43,5, SC645 5, SCB47,5, SCEAP 5, 3CE3411.5, MSCB45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH,16-8, Gpike-is. Gl GHAI 0-6, GH&S-6, GH68-6, GH68- Girdiar Hang or 5 LSTA9 L51i LSTA,, 5. AlLST8, LSTA21, L_�_TA24, ST29121 ST21 223 ST21 16, ST2215 Siva no 3 a- rn r t' 20 ga i Qr Nam Pr-poluct Uescunplion 8 SCS32-5t97, SCS62-5197, SCS62-5p18, SCS82-51118 Bypass Framing Connector -0 8, GH6,O-6, OH610-8 6 _35 LSUBH - SUBl H3.25, ensue Bridging Connector I AS 18, AS 1855, AS 18S6 18 Ha Truss Plates 9 SCW3 25, SCW5.5 Head -of -Wall Slide -Clip Connector CU 4 5 Gi OL25B GL85C, GLB5D, GLB7A, GLB78, GLB7C_ GLff7ri GLBT_512,,_-,__ -I--, --LET5,8,rBLT616,GLBT520,r�ELTB--C Grulam Bearing Plate Giulam Bearing Plate 7 8 LTP5 S1 2, LT181 61 ; TS1 8 LTS20 ateral Tic -;ate r-lany , Sitraps AS 2ul 20 go High Strength Truss Plate u ga. 1iss Plate In 11 SJC8 25, SJCI 0-25, MSJC8.25, Mi 0.25 S893.518 Steel Joist Con necto Is Bypass Framing Slide -Clip Strru CbrinectoT 00 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy GN [am larra-ang Prate C MST A30 fri STC215, ST6224, ST9. ST'I -ir ST-i 8, Sir ._Z Pv1STC28. MSTC40, MSTC52 Straps 54 mr! 06 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH ShoukleredSaff-Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder 1pedown 10 MSTC66 MSTC78, ST5236 Straps Co. mil Il 4 ga) Screws LU 8 UFPIO-SDS3 Universal Foundation Plate III MiTS1 2 UTSIS, IVITI S1 8. MT&20 li MTE24C pffs_39,c Mad k' m T-st .Straps 13 X01 S101 6 X01 Rl 01 6-4l XQISUI rip XQ1 R121 A-3 SKL X078S1224. X07SR1 224_311(. #IC-1 6, U11 2-14 and $012-24 Strong-Driva, X Mistral Self -Drilling, 9 URFP Universal Retrofit Foundation Plate rl2 ovB1 56, SrEl Al, SM2.08, S/132 37, Si`132.513, 132 63, Sa33 12, zvW,56, S183 62, S1B4 Oc SfB4 12, S)Fl 51B4 75, SfB5 SO Top Flange Joist Hangers FL#10730-R-4 XQI I 4SI 224, XQJ 14BI 224-2 51 Q1 12GI =45 X01 12B1224-2K X34B101 6-5K, X1 SI 016, X181016.4K, X1 S1214, XIB1214-3 5K Tapping Screws 13 S1EA2.12-68, SeA2 12`10. SJBIk'2 1211 :1, S1eA2 l21`14, SleA4 1818, SISA4 180 0, Ton, Flange joC! Hangers # Product Model, Number or Name Product Description S12A,4_18/12, S)eA4.18114 Twp Acl e Anchor for coriciete 114 SIHI A Hurricane Tie 2 �7rAC GDP, GDPNI-50, GCPM-75, GDPTA100, GCPS, GW.5Q, GW.75 G,yi GTH Caractual fasteriets arid assemblies I F, li1HDSS SC IHC6B, SIHOIS, VH010B, S/HD15S, SiHD158 HoldpV'cs 3 PDPA. PDPA-K, PDPA-hill POPAT, PIDPAT K FINW, PLUVrip', PININP21.1%i, FVPAWI. PTRHA3, Powder -actuated fastener$, threaded store, and assemblies 16 SfHDU4, SIHE)U6, SIHDIU, S/HDUI1 Holdo-n, POPAWL-MG PSVLF, PSVL3-K, PCILDPAL PECLDPA PTRHA4 17 SUCT, StHJCT -bli Hangers 4 Sil Adhesive Anchor for concrete SHEET NO. PA 1.2 11 1 , LJ 1, 10, 1., J1 7- if I ; 1- 1 ------ a:., I!,. �IcI a) a) c- C/) W 0 MIAW "NILASH-DADI > 2 CO= PRODUC T C ON TR Ol C TI ON PGT Industries, Inc. PGT Indusnies. Inc. O_ PGT 111'slusts je',� Itic. (D 0 2 "Go 11 S0 11s, M siveet Room. OTI('EOFA(�('EPTA-N-C'E��EI-IL)E,N�C'E.SUB-NfITTE,D NO-TICY- 0FA(,'('lEPT.kXCF_:F I 1D.FiNCESUBUITTU a) 0- CU -0 DIP.WrAIENTOF REGUMATORYANDECONIONUC PESOURCESIRER) Nift=. Flonida:331315-2474 BOA,RDA-ND,C.n-ftr-AD',ki3�s,,'isTRAnaND��r\i�is,lo.v N OTICE OFACCE PTAN("T, EA-IDENCE SUB11ITTED -1 -ASSIT-U-NCE 10 Cn N-10TICE OF ACC'EPTANiCl (NOA) t4 A I Evidence submitted auder pr0JousN0A D QUXLIT - A� DKIWINGS B TE STS (condatiedi PGT Industrrelt, Inc. 1010 Technologe gy D! wir�, die d4rawinizs andslectiol Test report on 1) Air 1 till t ion Test - per FB C - T AS 2 012 4 0 2 W -1 4 27 9 4uhnntled rmderA7a4 -4 1-016 . 14) Uniform Static Air Pres:taire Test- TA, 202-94 f AUTERLU 0 'LL SCOPE: Drawmg No. -NED-5-l"l tnk-d Sliduig Glass Dool-NOA (LNI)", �Iieen 1 3) X-Va i er Res.;i ance Test, ile- F BC _ TA 44, 1 Notice of Accepratill 15-0528.14 eistil Vision Exismion Linn red for ther CU 0 CU Th I s NO A I be-m z il�sue d ual th-ea pphc.*Ie ni, les and re git ia tions, go veramg the use o f c o n-s wixtion mi temis. !he t11iiigb2lof_"1,pmpartdU 4 j Large 1,il Impaci Te�z� i 'A �- _,F�1_94 4 Pre; T FBC_ AAlike RL*id PVC Exterior Extru - s for'Windowsand Dciors"_ dated CU C) > U) E (D 2 do,cumeantuon iiubmitted has been revielill and accepted by Nliami-Dade Caustry RER �hcicract ControlSectio U- Us- 04�FOS,� 17. sipied and sealed try L-viin NUer� P E isid SlIfe. Loaalui_T TAS 2113-94 O� 19- 3 - - U) C�L U, be uf�ed iii-Niiaim Dade Coucnr and otherarelai where allowed Ju Cucti (ART) 6) Fofced Fmn� Tem, pK F—BC T AS 20244 Notice laf=AcCeptanceNo. 16-091.0.08 issLied ioVision Ext1itsionLinuted fbrtbeir"A7E - CU ZD_ C _#__0 Thl� NOA sh a Ul Wo 7 bev alid aftes- the expiratiou date -stated bek-Av. The NEstrisi-Dade C' ,avury Pfoduc t Ccats,ol Sec Uta B. TISTS 1101R,LZ ;N'"ithmarked-up e1rawings aiki irlstallatiort d i'leratu ofvu;,�J slidx1g, glass douf pituaTed 1000 Tan 2 .02 and lighter Sli ades (Nion-lVhitel LRigid PVC Erteii-or Extrusions for :U) < (ju Niiaun Dade Cbunt-_ ondlor the ALRY llusell oth--- thaun-N-1 Dade 0misa-,virl m�et�,,-e the rig lit to h a ve ih is I Test re ort lost I TUffforin"S.-tic Air Prel��iiair Ttml� pil TIAS.2�1)2194 P Cl n Tol Lab - inc- Test Re-pon -No FTL84 19, dait ed I 10,615. sLotteld asid Wintloiv and Doors� dated 121`119216,, expiring on 121,,29,:`2 1, q prroduct of matenal tested for qualit, 11' If tbiL. pm>dulcrot niaterial fiils to peldoftu in die accepted '2, "1 Large Missile Impact Test per- TA 2 0 1 -9 4 - �_Trt I, 4�2 15 and 021 1,,,; 16) Sealed d ahriis 0 eFa= R L jeu rep or rel 3. Notice of tance No. 15A 5 1'8, 1, �, F -ailed to Vision Ex tnision LitnitLed 1017 mannex.. the vi-ill incus, thee,,penlik of stich teritins aitid the AHJmav inuiied ty revil Mo d.fy� oi 3 ) C T�k 1 Pz, _-il ink '03-94 '!IT, W Test report con 311 k Infiz k at In Test, per FBC- -04 "'Bra" (L:oated (Painted or Laminated) NN-Wt# Rigid PVC Exteillor E5:trtt,.,ton,, for suspend the umc -of "Urch Product lar snate-W Eheirjurisdichon� REM resel the .1& to ievoke, this allorig wah inarked-up dmwbirgs and imlalLa�iosa dsigmt 1 ,Ali glas!> door� 'W Ic ver FBC TAS "10%04 �Aat Aa- Pressure Windows and Diatirs". dated 08:13-,l-5_Cr_pti on 09,30,119�� acceptstace.if it is determined by)vfiarui-Dade CountyPi-ll Control Section diat this proll or mmerial foils to 717 Fenestration Testina Lab. Inc-, Test Repon 'No- FTL S daied 1 07 1 gned and IRICSl- 3) er Resistance Test. ver FBC� 1 20" 4� Notice of Accent No. 16-0 'E' An -I'lix-12issuedill RG1FenestratijDnS,_ tics US-k meel the requirements o f the applicable bi�ldiw co&-� -bite) This product i� approved as dextibedlietelinm ha%heen desisned to cortip�ywith the Florn BuiJding Code- sealed bv ldahiw, Ortega� P. E, (Test nor, -,evised on- 15- 16 as i d 0 24 16 -1 — Impact Tev per FBC T�Al -10 1 -1,44 Inc. for in& _N -TA 3040 and Ligghter Shades (Nqn-" Rigid FW Fireilior ijaCludingthe Zone. Test teporr on 1.) An irldtfation i FBC TAS 2V 9 lVind INvessure Loauinizver FBC_ T-AS 20'-0 3 �4 11 or W 15 16. expiringg, on 0 Extrusions f Windows and Dcion7 dated L DEs%CMTl ON: Sf-ri+-, -5S 0."! "O"ViuYl %ding Gkiss Door (Refttforce&) wl�xvo 900 & 13-0 corne-r-i-LAIJ. 14IJ � lnafic Air Pressuze Tje�,,, pt-- FBC� T S 202-,�4 along w lah rmdked -up drawuigsand insi allas-k-M. d IZIUM Q 1--V shdmz gla-s;s d ol prepared I -- - - - - USA- 5. 16-0`712.041SSIaleft �OENTERGIFeuL--siiationSQIUlioIST i A PPROVAL DOC UNIENT: DraiiingNo 'UD,570,0 Rev R titled 'Alinyl Sliding Glass Doot NOA (Ukt)-. sheer. 3,iWaterResistari-Ce TL 20 i 8-5-51dated12,"041s_� edand b-U-Fenestrat1oiiTesnnq Lab -Inc Test Reportlli TL sip Inc. for thetr�Brrsnze and Lighter Shades of Cap Coated Riggi or id YVC Literi 4) Lauge Ill linotict Test per FBC T X S 1 -0 E sealled b-,; Jdaltins On P. Is. (Test report rev d Lin 02illlfr 6) -91 U Ise Eytrusions fibla idows and Dow -Wh -s" dated OPVI,�' 16, expiring on 04 W20. I thrpu zh 21 of dN;v and last revised oa 02 ll:21-signedatildby Vol die No rice of 5) C- --atrel.,oadinzc�erls]B -94 ychc Wind Pres-� Is 2: 3 fl� - �j, FC Eri 1CLS1. �Iej, FDIC'' TA 1`.� -m UY Tesi report on 1,); A � presswr- Tes- pffLA FB' TAS 20?-9 7 L�udovm ilmuc tt Lar e IvIlissile lilipact Tes, FBC T A' 20 1 -Q4 9 16. Notice 01 -A.0 - tons US ceptance'No, 1W 1.103 iss �-i FNERGI Fienestrafix-m - I it, S. A, 1 nc. f or t h_ �Allire Rigid for'Whildows and llooll�s dated ,A Pei- amg -%Nvitli tnarked-tq�clraa�im --ind aistallation (I iagrarn of- I lidinsz gkiss dclo�. pi-cyamd zr� Wukd Pressmr Load- p--es ll TAS 203-94 on 02_�l by Fenestm tion Testing LabT inc- Tes., Report No- FTL 8�546� uated 1 1J.'06 15- ,Lignecl. r-irid Q1 , MY glass doe- red along kl illarLed -tip dsawings and installation diagni 1�&Iwg tr prel T Test repoits No �(s). 10-W'21-792tA). 10-016-N-40,517- 535753-09, MASIvil I 7", 1 Set -ealed by I d ahnis 0 rt egg a- P - E - (Test report rev istil on 0 1 '04 _1 -6 and 0 _21 I 1 1211116) bvFenestratioriTe7u, a Lab- lhc- Test Report No� FTL - -18 (sansples A-1 Ll AST7vf 1) 19" and ASTIM D-63 5. issued try EXO'N7A to Vision F--cmision f hr cellulosic table i eet aul table 2 (sheet flbl SGD unit sizes- de-i= dblv, types- Volk Me presmm- vrtm glais type�. siniri-ser(see table�B-1 & 3-21.sl 7-M and anchor layoutsbem mquiremenvs;n I I tlu-u 16- RizO 'Miae FVC- Tan (Non-n-hite) Rigid PVC andBroximcciated (Pauvedor red) white Puad PVC to be -2 T YePW on 1) Air infiltrati Te.-;Lt, pmer FBC. LA-S 21, 2) UnSoral, Siahc Ak Pres,�we Test- per IrBli TAS '02-94 11 19 -, 10, stgued and sealed by Jorge A � Causo� P E_ tSwFluideld nuthTNO-4 X� 1- 00-04) COU430l material (.�ubrnhted under _V0_4 No. 11-010/7 04) labeled per renYe=edNOA'% reqtireniews- UT daff Re M-ST an ce Te s i. per F B f_ i A z-5 U.:. - 4 lest felio f T 0 r. infiltrarionTez;t, F5-Z_ - S 102-94 S. Notice of Acirceptance No. 14-0916. 11 IsSlvea to Kuran. Y America- lnc� for their 3. or height per FBC retp- L as ipplicible- 144 UU 4) Large Missik inipic i Test per FIB Y Unm aric ki wsu - Test '202 4 3Tm St. tr Ps s if, FBIC� TAS �9 SeanTlGlasl, (Clear and NN on OW04, -hite�) Interlayef �� expmg 4. d_ bv Building official 5 1 Cyclic 'V Pres,-,,ttre Loading per TAS 4 lViner Resastanct Test- pef FB f -- - IA-, `02-94- *if- 9. Notice of-A.-iscimaticeNo.16-1117.01 issuedtoKurarraw Anx-rica- hivc-f tb& LABELn.'G: Eacbunst shall beara, perntlanent label with or logo., city.state andseries and folla%k`LUL�g &rat olvesi", noted betein, In 6) FoTced Eutrv- Test, �w, FBC. 1-16 11 31a lovith onflied-tip dm%-Lnp and installation diagrurl of -viiiyl sliding glai,5�,s docir� p=�, L:n 4) L�irge _\Tlissdc ImpactT perFBC-,T_ALS210I-94 `,l C� Ilic V�ind Pre&sure Loa'--ner FBC. TIA."S 203-94 -1ra4solt Ultraclear. Clear and Color PVB laterlayers". expimng on 19. W RENEXVAL of dwiN10A �haft be considered aftev .1 resiew,111: aFplicaaca has, helealfibe dand there h&, blew no bv Lab� Inc- Test Replon I ;,o FTL K547- dated i 21 '13141 1, 5', signed MCI' -j--nced Entr),-Teist pet, FBC- T AS 21021-94 Y'. STATEMENTS change iii the applicable building code negatirely affecting the Set* proditm innitace o f divi TER_NflNAT`IO'_ofthisN dateor if there heisbeea a revaszou oril in the sealed by Idainus Ortega� P_ E� (Tes-t rep �,, =2� ; Fit Port revised on 02 15 Test repon on I j, Air, IrZiltz Test� pff FBlC, TAS 2012-94 along,%vith 111"Wked-I'vp ings and installation dia-gain irt sliduitz! lass 400L pli _217 nples I thin "o ted by Fenestration'Tes. L- c Test Rejr.)ort N F IL siad A- A---/. U4. L Statenieta letter of confbrniance with YBC-5d'Edition (2014land FBC-6111 Edition ed h issu-_ Ir y inanufacturff . dated 0&1 signed & sealed by Lynn, N-liff, P E_ materials. luce-and�Mmanufacnireof the prodip-cuor process- Ivlisuseof 11110FIR i U S zlic An- Pressure Tesi_ Per F; A S 2 02-9 4 l6, 1 31 also 1 b-- joree A� Canso- is 60ndiled wrder.Y0.4 NO. 11- '1gried Statement; ile" l_ of no financial interest d2 04 1 8 17. issued by inartutf act-wer- simed for sale-,. ad-,:ef 31 Water Resistance Test. per FB T 9) sealed oy Lynn INfiller, P.E_ se C tion of this shal1l *-ip cawse f6f terinination a Temalml, Of 4)LariieNfisSut -.,act Test peiFK� -94 -Ili- of the a test 7 �_ports 3 - Leiter of Iih r, -MCC cin! _kDA'ERT1'5E_N_tEY1` NOA iiuniber preceded- MV die wcrdss N-Lanii-Dade ocimlil Florida, and knUmad bv the 5 j Cwtic '-Wild Pres�vire L oat', ing F-R. -T-AS 3-94 CUCULATIONS 5 S 4. REK Tev Proposal No� 17-03 8 7. dait 0 4 7. sign, led by Ishaq (Amcim R l: e_%;pirauou date may Is eM -isiltsplaved.theaitshallbe As X-L 6 1 Forced Carry Test. Pei FBC, TA -a -0- tthFBC-20i4_ -knzbor veficaucizi ral tons and stumol-wil au. sis- conTlyiu vi donem ir., entirery. al mvith tnarked-up d ings and iiist-.1,11aii0a off vuixyi sh ing g'Lass door, pfc�pared: pi:epmed b.--v PG T, datec, 12:09 l5aud U-st relvi- on 15 " 16 sigied and - Il- b,�y G_ OTTER P vmsdedto the lt*er bvibe alauufktuier ot its distribtitcls and b-v Fenestration, Testi�tig, Lab� Inc.. Test Report No. F-PL 8 48, Gated, 12'04, 11_5� _�sglsed 2nd Mei P_F_ *zidrred itroder-ill -1 X X Anihow,''L. J%lh V V0 1 1 10 1� IN"otisze of ance No. 15-1: 1,10,011 issued-1 T- PGT Indimirries, for M-hl Series sealed In,- Tid ilisais 011te 'i � ._u 21 Gla-zing cos, ii s� ird S-111IF-1300-09, -A D Vinyl,Sfiding(. ass I NOA r� se, , re news,.\ 'OA.920-0429AS and ccesi;ts ofthispa''Fle I and eviclets-epages, E-1. E-2, E-3� E-4, E-5 & E-6a,�.=v,,-el�aos4ppi,��.�-aldc�cuax-ntni�en:.vonedib��- 0I The sub=rted discumeamdon Wa S. tel,11mved by ildiaq L CL hand3- P1, 1-11,AQ L lUhsuth� PX. 1-1iq L Chatida. PE Pril C outrol Uuit Super vizor Produci outro' Product Control Uiit $uperrisor NOA NO. xpir %&DAMC ationDuo: Aprit14..'0!fi Expl Dntll�! -April 14. 2026 z:pirationDaw A Expiration Daw April 14, Z02 .6 Approval Date-.3iinrch Ill t - Aptil I Datc, Marcli 101 �1 -Approval Datc Mar=_ :i Approva I Dam. -khreb 202 1 Page I E -1 E P GT industries. Inc CGI -Widows and Door-, Inc PC-T Indu-miles. Inc, -NOTIC'EOFACCEPT-k-N,C'E.EN71DE'.\'CE.Sl7B.UffTIF-D -NOTICEOFACCIPTANCE- EVIT)l CE SUB7XITT TED NOTICE OFACCEPT-ANU, 11:MLaE SUBILIHIED 2. Evidence Submitted, undierl previous submittal E� ]UATMALCERTIFICATIONS (ccintmue) 1, New E videncoe Subuirted OCT 2 8 UZZ N. DRAINT-N-GS Drawiag No 1kff)l0i Rer-B, titled Viayl Sliding Glass Doair'NOA (Uf)", shel Qweaex Pan, SIJRer� Slaacer Standard cornpis"mig %vitth AS 17 IM C, _"11 "IS Theluni C ond 11cl ko A 881 B11T 'U90 I-G. D'urahility-No Fog -Pass. (SWbridned notil prellou- _-V0A -1 I 15-0410Aoi) A, DR.AAATlll 1. Drawing No. _MD-5570.0 Rev Ill tided"Vuirvl 5-lidiiV, Ghus Door, NOA sheets 1 11 of1l. prepared byrrianufactmir. dated 10,"05,'15 and last �mlised on 04;227M Miller. 0 Qu.mex Part P 1 -1 BE= - corriplymg with ASTM C=.)18 11-wrtual Conductivity 2-22 11--u-1 dirougli 2 1 of " 1 ared bv inainifacttirer, dated I _1_5 and Iasi revised on, 01011 -21- (n signed and sea bV A- Lymn P.E. _Ujilse signed and sealed bv A � U-n-it MWef, P - E Virtual Review Assist, hr -P �'-`F� ASTM F 1'240 WA -Pass. ASTNI D 14-z4- Arizon Penueatice-Pass A '-.TM ol This rev. ision f- ists replacement of �aine e instan-Tion sr-rm with fiat head- -cst ing Inc. Plans Review completed B. TIESTS; _11SQ_ LG. Durabihm-'No Fog, AST -Ill E 546 Dev, Pn-�-, 1jel'?k r I rit m 48 - - ' and approv I rov or compliance with the 2028 FBC 7t dition 7t dition lest reports on, 1) Air In: LU ion Test� pef FBC. TAS _202-90 -4 (UNIfirted nuder.,VCU Al = 0= 1_7 05;� by Debra Anne Ktahr PX2300 2) Urtift ll Pressure Test. Loadlirigg per FBC.. TAS 202-94 k7tsiom Extwslom. Ltd- Paris coinplvmg xitb Vokin-Tarl Spff-ificatim MYSTS 3) VkTater Resistance Test- per FK, Tik'S foa Rigid Polyvinyl Cliloride tPIVC-1 E;aexior Profile S for X 151cin :-mr-asiow, Lad -il I b 4) Lgar Fmh We linpact Test peTFBC_ TzU 20-44 V i 1) lWind E wfj lit '_"U) S all er C Nu_ A -AMA F� erke�strat ion cniarprofale C'erjrf 1(:,r Q,- -d l C',�kt C UL ATI ON' , 5 C"',clic Par&sure Loading 0 per FBC, 2,103-94 aloan- with atarked-up, draiii-ings zsd ir:tstaflattm diagrant of all PC, I Indw ries, Inic 17�� ion Exinisions. L,td Pan� mh,raa -o�'ith P%Y' 15 _-Al tunts listed beelo-w and tested to quahpl, Dowsill"791 and Dou-sil 9183!sillcones, Subsoldifea' rarder NO --I AIK i,54109. 05� prepa-red byFene-stratIOUTesting Laboiatol., Test RepoftsNo_- 9- PVC-AANUk 303-13- Voltzatan, Specification for Rig P.l 4 Chlonde (PV(_ r h-atisUl D. QUAL ITY A SSURANC E FTL-789t PGT PW55-10 PVC Fi:�� Window Wtut 6 ia prop-osal))= ijlated 09-:03,14 Pli-ofile" flor ".7tsic TAj -1,7F bv Fenec,ransin Frof Ze- Ali hXrM&_10l I- R-qulatoj�, Ind ECOnC Mimni--Dade DeDan Rewl (RER, - FTL___ij-=_2I0'7.1. PGT SGD780 A Sliding Glass Door im proposal) FTL-20- Certificailon Program- -2 10'% 1 _FPGT CA740 Ab-im Outswung Casement lVindow (uriii 8 in proposal), FTL--! (t- en M 1"5 f Acceptanct- No 184ZI714 lKsued to Ener-m ZL lutiot- US.� `Ouce 01 ratin 'So E. -ALITERLA-L C ERTL 10 FIC N S _110:73- PGTPW76210A f�ixtdkVdil (imit 9 in pris off2d rTL-20-2107.4- their �Tan 3040 & k-Uht 511adW (nou-white) Whire Ri2ni -C IL stleriel Extru for- otire OfAcrWouice -No 10-0305�01 issued to Kuraral America. lac. for -their (D P FWM. Y OA Alm== Fhced Wind ll, (itail 10 in proposal, i dated 07 13 20. all signed NVIindosi'san(lDoors e7 ou 01XA l 2 1 I _15 Glas -ers", V.,purang �0&214 -Tiosifoltk s luterlall on ij 0 v - 14 Cz C_ and sesded b-, Idahnis Ortega. P_E_ IL N-orice of Acceptance 'No, 18-01-121.02 is�15w,d to Enerai S.oltit;on, 'US�'k Inc I ar "White Rigid PVC Exterior E.,m,uslo VVinflows Doors "7CT Ce s)f 17 ISO&O2 Wled WKILIF-Aral Ametica. Licl, fortheir �40 I ((Aeiar Mike) 07,C42-l" > theld selies, iis Ica aud e�,-�ptruqg ou enn"N"GLivils, and eX 1�lz on C. C ALCUL ATIONS b-1 th 1, Anchor T,BC' 7 2 0 "2 8 3. 18-110640, issiied io"V� 'em Exulions L�iuted f6i'Llseir "Brown ISI CU verification calculations isno stmicatral analys con a isritli 11 Notice of Acceptance No. 20-010103 issued to EneiL�g� Fc_SnWssn Sashiiic�u� U N `4 _1K i�_L C,oarl (Painted &I-Earal RAT11H 1) White Rilgid PVC 1-:iNilor Extrusions for Windows > runl Sig Edition (l dated 04�22'220. prepared, by aian. Lied atid l b v u t 14 "Bronze & fight shade cap Coated Wilite Ri:zW PVC Exterior ExTYUSi(H." 10 1 and Doors", ex-nuin- on firl kii:_"14 0 Aa Lvan Miller. RE G kizin it h ASTM E 1 0 4. 9. d I ol WindoilvsatidDoors"_ empin. on04 1625� 4- Nonce of Accepran N-_ 18-1106, 11 Issued tok -V=islicia F_-,umsians Linuted ficir -ther- series g c oniplies w -0 -12 an - "l-L H00 Ta 2l and lianter shades (Non-Whitil Ridid Cellular PVC Exterior D. QUA= ASSUR-All-NCE F. -d, 't EXO-Usions fol Wiftdcw�- 31nd Doors". expiring un! Miaini-Dade Department of Re -gulat ol and atoriornic Resources (R-EE-k). Ay i- slitment letter of to FB( Erbu� 0421-1 iss.;ed atie --nnM flianufkturer, signed, F. STATE'MIN S E, -1 C E, R T I FI CA T ION S A lemelit letter- of rio� ficiancial interest oald 0� selil vq�� bv nuunif ac l da 1 1- Swerili r letter B(' 71 Finial 1020). dateLi 01-01221- issued t- L 1-4 otice of'Acceptmce No- l"104,021 Issued to Ktuawray America. Inc. for ther 04A19,120, signed ands-e-aled bvAntliouv Lynli Male, Pl. srianufalclum. si�wd and sealed by Anthonv Ll MiUer, P L F- "Trosifolt Utt-ackar, Clear. and Color PN'B Glass Intlerfavel's-'. expirlagOn 1, PTi%-ate Lableling Agiem-n-lent docurmeiv bevll;een R&T_ dated 03,30,15 asid signed by all Private Labelisig Agreetneril dated 03110S-� berwc-n PGT Industries- UP,-. a 031 0 0 7�0&24 involived parlies, Vlindol 1��ind Doors Tm_L. sIzIecl bv Dean IX-1- 1- RE- V R Engineerma- C b If: of L_ 0- N ofice of Acceptance No, 17-0803-0-1 isstkwd to Klararay America. Inc. for their SentlTGlasl boshconiparues, (Clear and Wliro) Glass lnteflayers� le.VLing on 07104,23. G. 0THERSS o` of Acceptailce Nci� 18-110610 issued to Vision Exut Limited for ill& N ace -Brown Coared Laminated) White Rig PVC- Exterior fxnnsiens 1 This NOA i -ex-ises N-0A# 1!-04 O� 06 (TV T u�,`C Gl),-md updal llr-:� to F B C 2,02 0 (7 Ih F_ dido a G� OTBERS -0 4 (PainW or -id e\Pifing 04 f2 1:2 1 1 This NOA revises 1 enews _N Ni4 20-04_19�05F w:CGr1l- eill U-1 I 00 f or Windows and Doors'-_ on 09;30�24_ 4. Notice of Acceptance No, 18-1106.11 imied to Vision Extriwuhms Lm)ited for their 1 R E R Te st p r o p o s Al s -#-'l 9 - 115 5 t e d 0 1 10: '2 0 a p p To v t d b Y I z 1 1- 1 C b a n d a P E. c-.l i 1 2. The -_ 1 file 6. 0 -414, s n-des. "VE 1000 Tan 202 and liaghter shades (Non-N11irg?) Rigkil CeUtilar PVC LU E-%terlorlitrusions forWindows and Door�'. ex,pir* on 12, 9,,"?l < jill L 4: latuda, P I Ebalit, I. Chaw=L� F1 z 13h;aq], Chanda, P,E, pf-0-duct coultrall U111k imp?rwilr UWA, product control Unit superlriwr� Ni-VA, -Nal, 'lJ).'0;'Q NOA No. NOA No, !1_6210.03 rm-p-rit km Date: Aprij 14.,' .0M Expiratiou Iialile., April _j Expiniti.oul)atet Aprill-l-'&.16 Approv-all Da:rc Mm,'A ZF� !(C1 Approval Da,re; March Approval Date: Nlarch 1M E -6 I Y_ 4 SHEET NO. May 27, 2022 1 PA 13 1 1-7-7— 1 1 - — - — I I - - — ___ — — - - - — — — — - - I i L L4 il-1,, - �A- . L.� UsUL—k -Abil 1FAETAL11.11 J " 11112�11Q 'Ili UL I I I I I I I 1 11 1 O It to > C_ - MIAMI- MIAP-11-DADE f_0[_P\JY MID (D 2 _0 C: L r__ I CL 0 2 PRODIX-T CONTROL SECTION Cast -Crete USA, LLC "ast-Cretc USA, LLC Cast -Crete USAI.LLC (D CU -0 DEPARTMENTOF liff;t�t[,ATORYAND ECONOMICRESOURCEs, (RER) I l 805 SW 26 Street, Rom 2!08 BOARD AND CODE ADMINISTIU110NI DIVISION Nflaini, Florida 33175-2474 '_-',U_BNHTTE'D -11.— a) 0 T(786)115-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: ENJD-_vNCF, NOTICE OF ACCEP,r A AACE: EXIDENCE SUBXIIITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED =3 CU -Cu U) NOTICE OF ACCEPTANCE. LINCIA) a) -0 Q Cast-C-rete USA, LLC I. EIVIDENCESUBMITTED UNDER PREVIOUS APPROVAL 903-0605�04 EVIDENCE UNDER PREVIOUS APPROVAL N 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAJ, 14 14-0903.03 C) 6324C79 A. DRAWINGS A. DRAWINGS A- DRAWINGS 0 0_ Seffnc.r, Florida 33584 I gNo FD461 it � i "Precust and Pre 1- e sed Linre Deluds Oeet I ol 1. 1. Draw'n net is'. 1. Drcrn-ing_No. FD46;1.2, litled"Precast and Prestressed Lilifel Detal " sheet 1. Drawing lvo� FD4 titled "Frecasi and Prestresived Lintel Details sheet I of 0 LL CU CU P ared by Craig Parrino. P E., ckited'JI,farch 3'4, 2003 a"O`Dra �r in No. L 7_46 121 Inled preriared b � Cral., Parrino. P. k,'_ dated Alarch 24, 2003 and DrawingNo. - 103 and Drawirkg Alo, LT461 Z titled "Cast-Cret- 4 ", 6 & 12 1, daled 05,124, Z 0 CU 0 > CQ S(IOPE. "Casi-(.,rele 6" (k 12'- fintelSofie Looei 1�ibles"_vheers I lhroi�gh 3 preparrd 1�v 1., '46,' titled '7 Uyl - Creie 4 �', 6 "' A!, �'-,-e s I Lintel Sc#'e" LotidTables ", sheiN's I through 3 q)""3, last revision dated 06112/1 1/, all -0 ID This NIDA is beirrs'ssued under the applicable roles mid regulations owern nt- the use _f construction materials. 61 MFU datediUkorch 34. 1003, lava revision 11-ei�,ilc,��iA�,r-=�"z"8,2til),,'Ile.�llI U.�, --- C, Parrino� P.E., -nlo� CIO/ throwh 3 o/3. ore.pared h--v Craig Pan ed1farch 2'4, 2003, last prej)ared, sikned an -I scaled by Craig Parri io, P. E., on 0&130 4� ) U) SL CU The documentation submitted has been reviewed and accepted Miami-1.7,ade County RLR- Product Control drerwings s� X g in revision dated March H, Parr__o,P,E_0ri C_ .12 C) CU Section to be used in Miami Dade County and other areas why allowed lay the Atithodly Havin- Jurisdiction Alcircn 22, 201�` B. TESTS (Al-IJ)- 11 TESTS 1. None. 'I"his NOA shall ot be valid after the expiration date stat I below. The Miami -Da -de Coun- Product ontrol L Test report (�-wflexural test rag I'M 4 r"), (t, lz Precust (__.'oncretel iViod of -els, total cottcr�n lintelsveri ens, pet- ASY',,W 520-94,prepared . TESTS C. CAL( -ULATIONS Section (In Miami Dade County) and/or the AHJ (in areas othoi than Miami Dade County) reserve the riel have i '04,4, diae (4,10/01-3- �i,nv _- ' by applied Research Laharalories. Rxepori 3— i None this or material tested for assurance if this material fails to in the III, Christophor,4- JhImiwI, P-L product quility purptises. product,or perform �caled CALCULATIONS P-rZyttiredby Craig Parrina, signeei and scaled by Craig Purrina RE accepted inariner, the manufacturer will Incur the expense of such testing kind the, Al-0 may im-nediately rcVoKc, modify- or suspend the use of such product or mate-i-al within their juri-suk-lion. RER reserves the ri,-ht to nevoke this acceptance, it- it -is determined by Mianii-Dade County Product. Control Section that this product or material C. CALCULATIONS 1. CE-11culationsfior Ca.v/-Crete L intels, da,ed 05� V/03, 207.psiges, pre s J`bj Craig J. None. D. Q U A LITY ASSIJ RANCE D. QLIAL17Y ASSUZANICE ColentV Delno?'Onenl cif 'Re ulatory and hwanomic Resource,sr (RFRI, 9 rads to arect the requirements of the applicable budding code, flarrina, 11 E,, signed ands�-,�aleel b Co-atI" pa )err 11-11" 1, BY Miwni-Dade Couwy I)epartmeni ci� 1,,"nvir(Innienl, and 2. Calculations fi-:1r Casl-Creie LiWelss daled (95i(29/03r 140 pagres, prcpared hy Craivr E. NIATEIRUAL CERTIFICATIONS This product is approved as described herein, and has been desitmed to comply with the Hi-h Velocity I lurricane P. E_ signed and scaled by Craig Parrino. P E M A ERL-VL CERTIFIC.CXTIOP"S 1. N"one Zone of the Florida Building Code. DESCRIPTION. � Cast -Crete ) 41% 6" & 1211 High Siren t- Pi,ecasfan(IP�i-estres..w(IConei-etel,,u!iutt",is D. MAITERIAL CI',RTIFIC,1kTION- 1. F. OTHER APPROVAL DOCUMENT: Drawiru-I No. 1-27-2, titled "Precast and Prestressed Lintel Details", slicet I of 1, 1. Qaahly Svstetn AkIng"alfiv, Precast rels revised on.ik,ycly 1. K OTHER 1. Letter ftom Cast- Crete Silnc. daf ed 08/1912014, signed and sealed by Craig prepared by Panino, P,E.. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Cram,Tables", ,)00? 1, Letter ftom Cast-F- etc Cornsw-atifin �U cd FchrUari,, 03= 2i .'t 12, signi? and sc d P(.-irrino, P. E_. certifvir compliance with M Florida Building Code, 20 he I Zvdifion. i nte I S a fe I oad sheet s � through 3) of 3, prepared by Craig Parrino, dated March 24,2003, last 2. 01.sl-Crete� Qualitt, Svs�fem Mannalftir Prc�o-essed Products dated 2002 C bi,, Parritic), P. E', ('erh-Ving coonirilliam �e IV;- the Florida Ruildhf� 'Ode, sno !k revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Nfiarni-Dade Courtv Produc- ff -ontrol Revision stamp with the Notice ofAcceplarice number and the expiration 2. EVIDENCE SUJBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 Edilion, 6� EVIDENCE SUBM_1`.TTED UNDER PREVIOUS APPROVAL 177-0821.1 S A. DItAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UrNDER PREVIOUS APPROVAL # 13-0321.07 j, fvone. M-ISSILEINIPACTRATENG.- LaPgeand Small Missile Impact Resistant 1) 11--ritel Dt,tai.,N", sluel I of 1, Drcnving No. F 46 12, titled Yrectnu and I A. DRANNIINGS LABELING: ['=h lintel shall bear a permanent label with the manufacturer's name or logo and the Mianii-Dade Countv logo. �i Und Drew2ir �Vo. L71461 ', oded prc.aared bY Craiiir Parrino, 1' E� � da- Alarch 2-1- 20t, I gh -3, preparvd ky "Cast -Crete J-', 6" 12 L;ntefSafe Load Tabie-v" sheets ' throj� I None B. TESTS 1. None. Cr TE T S RENEWAL of this NOA shall be considered has been filed therelias been after a renewal application and no Crrtt. CAIXULATIONS change in the applicable building code negatively affecting the performance of this product. B, TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, itse, indi'or manufacture of the product or process. Misuse of this NOA as an endorsement of any CALCULAII -IONS D. QUALITY ASSURANCE Product, for salos,advertising or any other purposes shall leri.trinate this NOA. Faillure to comply with C, CALCULATIONS 7 - Dtfpartmen. L kyAfiatni-Dade ( orinq qj'Regularniy arul &-onotnic Resources any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASS URANCE ADVERTISEMENT: The NSA number preceded by the words Miami -Dade County. Florida, and followed by D QUALITY ASSURANCE J. By Alliatni C ade Count-y Department of Regulatory, an- Econornis 1?esourct-U (RER). E. MATERIAL CERTIFICATIONS the expiration (fate may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall . R -ani-Dacle Coun�y 'ing (A, unce 01Yi(`..C. Build I& Coinph, be (lone in its entirety, NLAVI'EIRIAL CERTIFICAT101 F. OTHER INSPECTION: A copy of tlo_- entire NOA shall be provided to the user by� the manufacturer or its •distributors and E. CERTIFICATIONS None. 1. Compliance Lefler with the Flor ida Buildn�g Code, '017 EdRion, issued fky- Cast - shall be available for inspection at the job site at the request of the Building Official. 1, None. Crete 61SA, Ina, dated 0810811 signed r sealed by Craig Parrino, P. E This NOA revises N 0A 4 19-01X 14 and consists of this page 1, evidence subrn itted pages F,- 1, 1, -2. E.-3, 1"' -4 and raves docu E-5 as well as apprc niont mentioned above- '4111 Maker, P.E.. M.S. ��Vfrcjmy M.S. The submMed docem entation was reviewed by Heinzy A. Maker, P.E., M.S. PrCiduct Control Section Supervisor A. Maker, P-E., Pro&'t Control Scetion Supervisor CIA-le6y A. Makar, P.E., M.S. Product Control Section Superyisor NOA 0-0630�.15 -DADE COUNTY �MIAMI NOA No� M-063,1111,15 NOA No. 20-0630-15-, N'l A No 20-06310.15 Fxpiration, [)are: 09/11/2023 Fxpirati-Hi Date: 09/1 V 023 X!Auiration Date: 09/11/2023 Expiration Date. 09/1112023 Approval Date- 08/20/2020 08-IM12020 Approval Date: 08/20/2020 Approval Date: 08t2012020 Page I E - I E -2 E- 3 Cast -Crete USA, LLC Cast -Crete UFS A. LLC NaricE OF ACCEPTANCE: EVIDENCE SUBMI-1-FED NOTICE OF ACCEPTANCE- EVIDENCE SUB.MirrED 7. ESI TBM VIDENCE ITTI',D UNDER PREVIOUS APPROVAL # 180424.04 9. NIE"' EN.71DE1VCE suinijTTED A. DRAWINGS A. DRANVINCS nmf%T 2 8 V!_)Oy J. JVone. 1. None. B. TESTS B. TESTS \/RA C. CAL 'U'LATIONS C. CALCULATIONS Virtual Review Assist, Inc. Plans Review completed and a ve ne I for compliance with the 2020 FBC 7th E I 7th E by Debra Anne Ktahr PX230000 D_ QUALITY ASSURANCE D. QUALITY ASSURANCE 1. Ry Miatni-Dade Counts' Department of Rega-h-vury and Economic Resources (RER). 1� nty De tment of Regulaimy and Econotnic Resources (REIA) i-Dade Cou E E. NIATERIAL CERTIF[CATIONS E. MATERIAL ,EI TIFIC A"] I IONS 1, IV o n e. 11, Nlone F. OTHER 1, Carnpliance Lener with the Horida Building, Code-, 2017 Edition, issued b Cast- F, OTHER k Compliance Letter ivith the Florida Buildbig, Code, 201,7 /.J,itiopi, issued /Ul ,) C rete 6 , Inc., ('area 0810&1 signea & sealed hv Craig Parr ino. P.E. C Mf (D S. EVIDEN( E SUBMITTED UNDER PREVIOUS APPROVAL # 19-.0130.14 A. DRAWINGS . (� "ode, 202t) L:dilI c�n, is,) uc el hj, Casi- Comj)hiince Leifer, ivith the 117orh,Iu Builclin,", Crete US'4, hlc-, dated 00/111,120, signed searied b'y Crct(g Porrino, P. I'll" (D C_ 1. Drawing No. FD4612. titled'Trecusi andPrestrydLintel Details", sheell of > prel)ared t, W d h , CraParrino, P. E., dwediilfarch 24, 2003 and Dra)virkg- No. 04612, titled "( asi-Crele 4 ". 6" &12 Lintel Safe Load Tables ", sheets 1 O CU > rhruugh3of3,j2rcp&r di7vC�raigPar-ino,P.E.d�atedmare�--�4,-"003,ltist 1 0 revision dateddune 12, 2014, all signed and seakel h); Craig Parrino. P. E, on Januari, 22, 2019, TESTS 1. Nione. C. CALCULATIONS 1. A"one. D. QUALITY ASSURANCE By,140mr-Dade Coamy Departynen! of Reguha orY, and ji-tronoinic Purewrces (1?F.r?). E. MATERIAL CERTIFICATIONS 1„ JVnne. C/) CU F. OTHER m 1. Article q/Conversionfor a natne change, O LU C-14cluny A. Maker. P.E., WSM F(eirn N, A. Maker, P.E., M.S. Product Control Scetron Supervisor Product Control Section Supenisor NOA N m 20-06X 1 -9 NOA No, 20-0630.B Expiration Dare- 09/1112023 Lxpiration Date: 09/11,?'2023 < Approval Date: 08)20/2020 Approval Date: 08/20t!020 E - 4 E-5 SHEET NO. 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' ,1",,,r , _ - - - L , � - - r-, � I � I �L F, �� Fn;;q "I AE &�_Q= rq � : � 1 , I W ,F-'-- � T �T��,: .,�nTF�-. �: i� �� --- T � IR. 1 �fi I T r F �- E - - � = - � Q I F �, 1� � � , , �: ___ - __ - ,-T - - - ,"" � , I . 1.1� : � K A r _. . 2 - - - - ,:�� OPI um 1014,Ttl j,�!,Nk �:P,,:: : ,M:! �I F,iF - ii�Ii j,I, - L� T T i 7_1 = - ,i I � ! � I -i !! :�,i , I � P, N - I I - :- _F :F� i � � - - _- I Z ��_ - - - - � :�F, I �, 5 I I ,,.F I F ) I I - ff r- __ - ----...---------,., _.___.____.11._ "I FF-IFF ____`,__.,T_..1.1[._F.,_ .____ - ____________ - - - ___ - � - - . ._'FFL.L._F _______1 _� __j I I I . a- PLASTE,R — 12 MIL DRYLOK, WIND( " W0 4j,,,NFAii ANT J04NT OUTSIDE ED(-iE OF Wili 13UCK ------ \ 5) SFAI ANT FROM WINFMIJI FRAW ANUI Iz X 11 L NO 4) MASONRI� BFAD BRIWINC, ('.i Ani�illi ANr) WINWVkfell F'RANI F I �ES1111>1 I IVE BAR111ER WFATHFR VE BARR 1JF1R ZARILY SECIijRF WOOD FRAME CONS R. i%'i�---, EXTERIOR ZstLF -ADHERER F�A$,HING SKEATHING RY I APPING DOAW P tl,io�%L i BY 151 trC WEATHER BARRIER 54'Ai I CAPS OF JOF DrTA91 'ii ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS� 1. Cut, fold up & teniporadly secure weather, ,,live barrier above header to allow for flashing onstaltation Z� -50Tr-itrJhL'rW flili PfUS MaU 11--aafing UnUCT weather resistwe baffier 1 F(A0 Weather reSiSti've Darrier baCh OVCf nCaO flashing and seal minth tape 1112, S-ELF-ADHERED FLASHING Scatai_ NTS FLANGED WINDOW W 0 1 RLASHIli INSTAU.ATION AFTER WF-ATHER RESISTIVE BARRIER H,2 C-1-- V-ASONRY flLf_X_'K, f) Sr, At ANT AT WNDOW BUCKTO MASOM3Y I " 2) SEALANT JOINT INS[Dr FWIF Or % MANDOW avex VIANDON FRAME A I AQ IFD 3' SEALANT WINCK)W FR1iWf_- 'I VVINLWYN I�UQK ALL I HE 141AY NztOUN[), INCLUUM4, SILL. cra KrIv SCS 0605 CMU INSTALLATION 6 POINTBUICK AND FENESTRATION INSTALLATION AND INTERFACE AWKSILL ANE) READ DUAIL APPROV n, -4 IF ATI -UNG APF'FIOVEID HOUSEWRAF, STRX-15ALATH TWN TRACK 2 5 T4'CEMENT PLASTER DRYi li* rxTRrMr APJ-1110%1111� . I D i� A,$1i1iIiig('A TAP: I` '%r SEALANT SOCKET VVIT" TOOLED ��ROVE D SLALMT SCS �0:6 02 WINDOW F IN IN"I"!ERFACE WITH EXTRUDED SHOULDER Am SLILI�.-ADHERLI.) FLASHING HALF ROUND WINDOW WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO TIOIN (20201) PER THE ii RESIDENTIAL'7TH EDI - Detail Instructions in each detail that corresponds to the Refer to me number marked as C#) numbli 4ems in the fist of instructions Delow� 1 Install self -adhered flashing in older as shown by numbers 2� Instal= flashing and weather resistive barrier to horm water shedding laps I Svelf-adhered flashing can be subtstltuWl for building paper p I 4, Split the release paper using ilie riocord (Si lit release ol"i demand, embedd N� in the adhesive layer) - for ease of installation and IR minimi7e Sconna cuts 5� Remove all release pet standard installation instructions and to i adhere t substiate using a squaie piece of flashing material x 6" 6, Fold ns shown by arrows 7, Angle of corner rnav vary, adjust folding of the flashing accordingly to fit tight to corner 8- Mechanically famen as* necessary 2x FRAMEWALL TILE FINISH 112"DUROCK . . ..... -SLOPED MUD Ri VINYL SHOWER PAN n L AIM ,2) WPU^7 V-4C PER PLAN i A � fft,� "t:,5 r�l SELF-ADHERFID FLASSWING EXTERIOR DOOR WITH DECK - SECTION A, 3,114". 1" r1EAD OFCON11STR ACq 11 rA13, I'VE T 0 E APP L I C C TI JRI t',h0t ED Di- DOOR Ali, UPJAM8 W. UJIV N OR (_Qk lAt W-(_-A-T�Jr R pw ISE C710N.A �S[[. ;DETAIL. %NP! F! N�011NU 8 E A L T 0 P S; 0 F AYS T' UNULK ZkrAlpi (SE E D Eimu W90 7) SELF-ADHES SELF-ADMIFIRED FLft EXTERIOR DOOR DECK SELF -ADHERED FLASHING z 1�- CL U.1 U) ULI C) UJ LU 0 U) SHOWER SEAT WP1 1 WINDOW UNIT A FLASHING REQUIREMENTS DQQ� 14,"ij� -�t t M It t, J �i 11!11!NP�,l At In: 12.0in _x R7031 General. Exterior walls shall provide the bum; Iditwith a weather-resistan, e terior wall envelope. The exterior wall envelope Shall [0 CM : 30.5 C include hina as described in Sectilon R703,4. A14:, - I" 11FAD OF CA_)?Ni N.I DHESIVE �'O BE UNDER SE-LIF-AI)HERED FLASHING I I - tope siall be designeld and corstructed in a manner that prevents the accumulation of water R703 1 1 Water resistance. The exterior walill enve kAh- 6HANU `R-i UUQ�4_11AF��A i0f k-H PROOF CLAUl F T F _Rlr,)R __--C.EMT. FIN. within the wall assemb f y providing a watistant barrier behind the exterior cladding as required by Section R703,2 and a rneans of K%NG e—a draining the extenorwater that pene tes the exterior cladding. BUII DING PAPER L= WIRE LA F" R7103�2 Water-, sistive barrier, One layer of No. 15 �re - asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or other j approved -water-resislive barrier shail be apiplied over studs or sheathing of all exterior walls No, 15 asphalt felt, shall 'Lie applied horizontally, -hes with the upper layer lapped over the lower layer not less than 2 inches. Where ioints occur, felt shall be lapped not less than 6 inc Other _7� I be installed in accordance with the water -resistive barrier manufacturees installation instructions. The No.! 5 asphalt approved materials shali b T- felt or other approved urater-resistive barrier mati shall be continuous to the top of waft and terminated at penetrations and building RiM.)(AST an Aj i, , appendage-4 -in a mariner to meet the requirements of the exterior wall envelope as described in Section R703.1, R7017 3 Water-res-isfive bar6ers Water -resistive barriers shall be installed as required in Section R7032 and, where appl[ed over woocl-based .1 - sheatti shall incluGe a water-nitsistive barrier wilb a performance at 102-10 OqUiVaJent to KYO layers of Grade L) The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier isdirected between the layers. SELF -ADHERED FLA-SAMING WPOZ CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equa to or greater than that of 60-minvte Grade D paper and is separated from the stucco bv aln intervenin ga MECHANICALLY FASTEN IF RUBBEWED ASP- T subsia ntially nonwater-absorbing layer or designed drainage space. S 1ALLS1 �A: 1: 11 NELUED IN CURNf Hs ASPHALT A HESIVE ADI tFSIVr- THROUGH S-ELF-ADHERED R703.4 Flash0g, Approved metal flashing, vinyll flashing, self -adhered membranes and meertanically attached flexible flashing shall beapplied AS4NC t'AMH & �i,Q�,`-%[) FLASHiNG �SELFADHERED FLASHING� . . .......... .... ASHNG tAJ- shingle-fashion or in accordance swith the manufacturer's instruct* ns. Metal flashing shall be corrosion resistant- Fluid-appried membranes IN to used a flashing shall be applied in accordance w the manufacturers instruct S-1. All flashing shall be applied in a manner to prevent. the A water into the wall cavity or penetration of water to the building structural framing components, SCORED entry r, R-LEASE PAPER Self -adhered mernbranes used as flashing shall comply with Mli 711. All exterior fenestration products shall be sealed all the,juricture with I ng wiall with a sealant comp ying with AAMA 800, or ASTM C-920 Class, 25 Grade NS or greater for pro er,lioint expansion and thle bul P ("END.A�MiNFMUW i Y ka)M, A contraction, ASTMC 1251, AAMA 81 -21. or other arproved standaf in as appropriate for the type of sealant, Fluid -applied membranes usi��n as flashing in exterior wal - shall comnh� with AAMA he flashing shall extend to the surface of the exterior wall finish, Approved flashing$ F I _-N 0M shall be installed at the following 11ocabi 1 4 r- window and door openings. Ffashing at exterior window and door openings shall extend to the surface of the exterior vrall I -Exterior V Ds finish or to the swater-resistive barrier complying with Sect on 703.2 tor suIll equent drainage. Mechanically attached flexible flashiii shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 10110wing: N" tr -0 uctioms, or for= applications not addressed in the fenestration 1,11 The feriestrat on manufactures a stallation and flashing ins. I rnainufacturer's instructions, in accordance with the flashing manufacturees, instructions,'Wheire flashing instructions or die -tails are not provided, pan flashing Shelf be, %failed at the -sill of exterior isvindow and door openings. Pan flashing shall be sealed or 6 ) MQ > sloped in Sulch a manner as to direct w-ater to the surface of the exterior wall finish or to the water resistive bi i-r for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and Kir es. 1,2 11 accordance with the flashing design or method of a reqstered design professional- 1 3 -1 3 in arcordance vii other approtvadme-thinds &--,L 14 In accordance with FMA/AAMA I 01D, FMAi AAJi 200, FMAIWDiMA 2-53, FMAJAAI WDMA 300 or FMA/AAMA_JWDMA 4W. 1*�ELF-AD . HERED FLASHI[NO P0 WP05 INSIDE CORNER W 2-'.At the intersocliti of chimne-s, or other masoiry construction with frame or stucco we-' .1s, with projecting lips on both sides unde- stucco copings. 3.Urxder and at the ends of masonry:, wood- or metal copings and sills. -intinuously above all prclsIecting wood trim. 4.4�Ccs R 5- 5 Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Plans R ev, for co eview 6, 6-At wall and roof intersections- MPliatic cOm e With fl, 7 7.At built-in atnters, b-y De v7 i f Rearstaill 5wri bra A JCH HLHED I'LASI-ifti 21, 4 W__ 1`08 -8 1 k3P(k SM [,iQND BREAK VARB _Sr Allf - WRAP WRB 01NITC; TH- VFRT-1f.A( SU-IRFAOF TO TCP- (N= _LLARCjk AS, AN i I -:2'0W_'H i,: LA14GE i ri; -S S A RE SUL Tf Of NA ni- SH.; If NKAGE -_ 0- N? ) T cos'_ AL. fILAS! 1C A" J!f�� F IT/CiANTILIEVER , LaqlN Sheathinn ADHERE-01FLASIMU,; (,,>A& I! DR-AINAU'Pii 0P� WrAP ff-R QRF'Sil-TANT BA"IFR tVii R()Nfi 8RF,AK0isFAJ_iEq RRSIRTANT BARRIFFR ,ins [Wrl i Pi ASTFR! 1i,(!k;FR�jsi7V -SHEAD-fING, '088-. P. LYWOW'OENSULASS T "Ili N-1 y, A ino0u$ BACKLk RQL� LAN ram LWIAL `1�5 IRIF _-AF DR R ANF WWI RR" -AP, 1041131B MA Cem. 11 Plaster in accordance wN"� ASTMC926 over wood 2nd floor 7!8" C pirrient Plaster W.Ordance with ASTMC926 Felt backed metal inthe in accordiance, with ASTIVIC1063 builting Paper sheathing M AtEl Flashing r Wee:) Screed Installed As Per specs�� 41 hiat tain &otlion of Weep Screed 1/2" to 2" Above Roof WEEP SCREED DETAIL I-,, 1.____ ii i_ , , , __. - ___ SCAI. E NOT TO SCALE i7,, 7/8- Cernent Piaster in accordance with ASI MC926 Felt backed niewl lathe in accordance with ASTMC4063 Building Pape, //16" (1&6, sheathing Stampede or similar cauk bottom joint only WeepScreed Instafled ,As Per 11-silariii Specs� 142" Ce men fitious Decorative Finish All inside and outside comipw swvsill titer r*ed to be mt rt aruj caulkirid- all outt joints IT eed to becaulked ;using Stampede or SIM. caulk for all OCr,2 8 Li 40 41 40 4111111101 40 SHEET N(Y.' 11111IN& 10% WF in U lb u Lennot �6�3str�(.��a�ls�,23$q �,�fi 9 �D