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Home My WebLink About36574 Smithfield LnABBREVIATIONS GENERAL NOTES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BILK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - 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 STEP DOWN AO = FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE TALLOWY = KEYNOTE CALL OUTDIRECTION ARROW SHOWS OF VIEW :ELEV 1 NUMBER A9 O = 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 4 A15 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 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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. LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS 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 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 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS L > 0� .= '.O c? (y) N N N V °) �i O �o �� 0 Q }U . nN` L w o- � ; W 7C)a (Cy"')CD Q LLi C W O F- W W Fes-¢ � W Yzw z W W Of Cy Of0QOQaLLU00_j¢O Q o°ozocomZz c_j_'i2 �Q O 05WWLL�¢p-_i wa`W��oOzILOz<QQQF oQ Q LLQ o �QLL O Z W O� 0 cM O Q U) M Lq �- M_ z < >- < 00 Z C) LUz3: W J O d" mi V / OCT 2 8 2022 0 O \/W\ 1§/""' 1 Virtual Review Assist. Inc. (N Lo Plans Review completed and approved LO d" for compliance with the 2020 FBC 7th Edition ' 0- by Debra Anne Klahr PX2300 W U) RE- C E I V L o V/ aEC .� 9 2a22 LO -0 r Q NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE O BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL V SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE ® O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE F.W 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 Q DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. I N N C) N r` N O 0 06 to M o O o - T- 'r N N N N N 0 0 0 0 0 0 0 N � N s N � N � N N N M 00 tf) 00 M O N O, 9 N M 4 , & O O " t0 0 0 0 0 0 O O p 0 CD O O O O W Q z z Q J d V) 0 a N 00 M N LAST PLOT DATE Jul. 21, 22 z O oW(D �¢ � uJ W�1.2 m O z=z F- z O J z �z�z C W U)zz =QO COVER SHEET Q z z w N N 0 OU PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS U-7-71= WINDOW OPENING ABOVE 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 10 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER O W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. C 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. O MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 330" x 16" #5s 6" O.C. EA. WAY DP OCT 2 8 2022 \/R/\ ",4, Virtual Review Assist. Inc. Plans Review completed and app for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0„ N O N Q LO o 00 Ln z jr 'Y O w p z Q L0 E 10 W L u 7 , C'7 y U-0-0- N M E•E s Cl) 2 O U o �} Oro Q U�� —� *� • C/n` U W D_ n W L CD Cl) 0) a) r a A V LLI w W to W W J W~ Q W O I- W 20 Y Zfl� Z Q Q D Z W LL_ , H 6 O Z J H Q R O O o Z Q �Oz ��0- W W m �a LLof: � lL Q�Qnu'Q�ZWz��Voa OW �F-� =O �WZ Q �< OQ O OQ �QLL O O Z N OW z 0 M O LL z W < Lq F-0M 00 U Z F- z3: W W O �o Jco N N O N i ti N O O M V v (0 M 0 0 0 ® N N N N 0 N N C'V N N N N CD N N 00 O u7 — 00 O M r r- N O M ® O O 6 O O O O O ' NU) �--000000 N M d u7 CO r` n L/ MI (n z Z z o W owin w UoirU �Q LO -0 UO) F- o a ZWF _ �� m0Z =�--=z (D0�w Z (V 00 i-2zW }aft (M Z z u_ w [V 0¢�z O < UDzz z �Q0 r z 0 U � O 0 �-- m a- Q z z W N N W 0 LAST PLOT DATE Jul. 21, 22 O FOUNDATION J PLAN B 30'-0" Ii� I A �:�!:!:!:!:!:!:tom►:?:!:!�!:ll�I'' � I �: �1:�`:�1:� �:��,:1�►:!:!:!y% � ��.►:!:!:!:v<�►:!:!:!:!k• � :.: BRG WALL 7 FAMILY ROOM 16-3" X 15'-2" 8'-8" CLG 0 CO N N N Hi OWNER'S SUITE WALL 13'-0" X 15-11" 8'-8" CLG 7 5/8" 14'-2" 4'-6" NOTE: PROVIDE 1/2" PLYWOOD 1 -2' DRAFT STOP IN FLOOR 2'-0" TRUSS SYSTEM FOR A 2X8 W MAX. AREA OF 1000 S.F. (PER FBC R302.12) i TILE — — — — — — — - - Zxs KN — — —KITCHEN co WALL oP 9'-7" X 14'-2" AT 3 1/2" '_8" CLG REF r II I BRG C' ° I WALL of Aw II 9 li RANGE W/ CAFE o HOOD coo04 X 14'-2" 00 T_ F_ 8'-8" CLG M ii o Coy` 0 1 I LO u 1 N DW 2 A7 1 A3FALL LUMB d 5'-6" ,. X-4 3/4" 7 5/8 DRAIN SHWR HD & VALVE 7 5/8" 7 5/8" 3'-6" 10 4'-10" 2'-2" 4, 2'-10" 5'-8" 1'-11" T-T, L 3'-4 3/4" WIC 71 � UTILIT HANSEN I � BOX PANTRY N N I I C° q7 DRYER 06 `n CDU)GG I VENT U)B�R wa S3 / AT W 6" WALL 2L868 �� BRG � I------� WALL N D S&R —�— N _ LINEN MIN FIRE ,I N 4� 4" INSULATED S/H T FLOORR RATED DR R fifififi ABV (3) 2X4 W/ WEATHER STRIP r 22"x36" WALL r B.U.0 W/ - HTT4 AT ATTIC I PROTECTIVE BTM & ACCESS BOLLARD S p MTS20 9 AT TOP 4" INSULATED 8 BRG. WALL 3 -- --1 7 -- -- 42 H. A3 6 SLOPED TWO CAR GARAGE LOW 5 WALL 33 19'-3" X 20'-0" -- 1 4 CPT -- -- FOYER TILE D I3 2 1 S3 1 = UP er LINE OF GARAGE IN El I-- — _ --I ` I I TIE BM SH 1/2 34 cc) ,� I AT 10'-0" HD AT T-4" m _ o 9 TEMP.GLASS I M 3 1/2" I W co o I ~ ~ Q Zo 1I-9" T-11" I HB — — — — I 16070 ENTRY NOTE: SEE SHEET S-11, S-12 5 -8 X 5 4 '2382' FOR LINTEL 1'-4" 2'- 1'-4" 4'-4" 2'-3" 16'-0" 2'-3" CALLOUTS & DETAILS 9'-6" 20'-6" � m30'-0" 00 ao w P:Q TIE BM TIE BM AT 10'-0" VAT 10'-0" oo m00 w 1= a FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1'-011 S6 J S6 A S3 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 �rvw SECOND FLOOR PLAN - ELEVATION B : R-11 F.G ION IN ,DJACENT SPACE R-11 F.G. ION IN R WALLS. JG BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 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, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL © = 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 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 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E Ition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 -33.9 CV N N T N 4; t 4s O � LO t § := n Q �J5 a C'" T z w O a o fi m w 0 z Q N Q) L n E � L u 0 co C N 7 U-0 70 2•-- r o O 20 o u6° Q —t .� , } iw Q � N �M � o 0 K �� I— a _U w W ow wOF— w~ Q ofQ Y z w z O75;_ QOQWQLL00L_0 < U Q Q Q( X-jU)W�0� 00 <'F- q�W§6,tRoom0Z�Q 0 0 � a cnww � �¢�>-2 QQ0wQ0zWZOw oa (A LL Q~pw �� :EW 2Q Q � �Qz�Q 0W ILQ 0 IL O O Z N OW DF_cMO Q M U) ti W M Z U W W JC:) O co N N O N N i O O co (0 r 00 = O N o N CD N N N O O N CD N O N O N CD N CD N N /�'� N 00 O— 6 00 O M r- = N O M 0 0 0 rn 0 0 0 1 C/) NLr) j O o N 0 M 0 � 0 � 0 O 0 � ' ^ V � 00 (n z z O _ W ow(n w U F- C) ~afw� 3:Q Lr) .Q to w F- z Q =mOz TE I- z O N v z � w 00 W}f)f2 �<zW (Yi z z LL IV/ uJ N O_j�z O Q U D_ LLj Z z z z �QO U U4 Ton Q Z z W N N W 0 LAST PLOT DATE O Jul. 21, 22 "O Z� 1ST & 2NB FLOOR PLAN B STAIR SECTION 1 /2" = 1 '-0" 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1 1-011 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. -_ 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d 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 w P- O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N CD L0 T y yU') sS fy Z r,: F w L€ f = O w z a Ln L E O W L i� r U (''J W E .0 O O 2 O O a: o Q s � - Cj �N u w Q!;� N (� L Mo E�? a W w (� LLI Uj W~ Q � �- gOq�q�UO�JO W 0 I- of q, Z� z Q�� ( <C) CO (Y-�p_z U)0W9 O 0O�QH R 0 0 z U O C1 O p z 0 Cn WU° a; (n W W Jg<0LU m Z W 53 Of x< 0 0 J zwz0wUOa O (� LL z q0W �� D W 0�U q OW o W q 0 ❑Qz�q F q W Z N OW :ti z p��o Q cM � U) LL ti � z < W < Lq CLM Z U Wz� Wo J 0 mi N N 0 N N O 0 00 c0 r- 00 v- 0 N 0 N 0 N — N r- N O CD N CD N CD N CD N O N O N O N /� d) N 00 O U0 ap O c7 N O CID O i✓ o 0 rn 0 o � o o m 0 0 N Lo ; o 0 N 0 M 0 d' 0 L0 0 CO 0 F- r M (%� Z Z O W _ o w w tJo�o I_.- �a o a -0 Ln Zwr=-Q z[If Q ~m0z F- = Z (= �./ Z tz j J Z N 00 If}W2 2Zof Z Z w W N OJ�Z Q Q �2 Z Z z Ma0 z U U J Do0- a z z z w J N LU CN LAST PLOT DATE 0 Jul. 21, 22 z� J DETAILS — IT- 30'-0" Q /Y0 FTF/;F CJ1A N CJ3A N r` CJ5A 0 (V r C3 O O 04 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /4if — 1'-011 30'-0" M M U U M M U U U U=1063# E A ;. U=1063# A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 /. Q I BOTTOM CHORD CAN BE REM ! DVED IN FIELD IF NEEDED ATTIC A1A (ACCESS AHU Al Al A3 A4 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U=1008# U=1088# A7G -Z I r m W EJ7A C3 U C9 1 12'-0" U') co U U 6'-0" U V-2 1 /2" 7 7/8" I i I I CGE 10'-1 5/8" 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /4„ = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB CUT/ 12" CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A '9 00 0 N U3 1 2 12 2X4 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 CONSTRUCT ION. 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-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED RLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 92 PSF DESIGN CRITERIA F°DC 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 FnR 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 appro*on for compliance with the 2020 EBC 7th by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT BC 30' Spanjor less 60 degrees or!ess 1/2 I W to 112 line r span approx. Tag line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF 3CDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 8-8 18'-1 YY-1 Tf+:++t+h 10'-0YY LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHIM 1/18/2021 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :23132 Garfield CCA PROD/MODEL/ALT 7A2 / 23132A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. 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Q =m0z I— Z (DO�J z N >-�00 z� M �ZZILL w N O��z C)UL0ZU) Cr. z z T_QO U U O 0 � z Q Z W W T " V/ 04 O LAST PLOT DATE Jul. 21, 22 z O 2ND FLOOR ROOF FRAMING PLAN B ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 15 MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 3 1 0 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ° MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL 07SOlFFIT 3 1 0 N o T , N N 04 2" 2" V-8" FALSE FOAM LOUVER DETAIL TYP 8 6" 1" 4" 4" N N 1 00 CD o 00 EPS 04 FOAM iv BRACKET DETAIL 9 -if-Off 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. a. —� 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 T-6" SOFFIT DETAIL 10 3/4111I-Off PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 0 0 0 8" V-0" V-0" 1'-0" 1'-0" LEDGER DETAIL 11 3/411= 11-011 8" TRUSS HEEL CASING BEAD WITH WEEP SCREED OVER FLASHING i ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE FRONT ELEVATION B 1 /411 = 1'-011 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. - 7/8" STUCCO ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" M A/C UNIT AND PAD 17 1 ST FLOOR FF 19 GRADE LINE 3>R%EEAR ELEVATION B - 1 -0 � r161711=10111,111 •••- FF 1:111 1 11 12'-0" 13'-4" 7/8" STUCCO - �,, OVER FRAME :ONTROL JOINT 1'-0" MID WALL WEEP SCREED ELEV AT 0'• 0" 1ST FLOOR FF GRADE LINE RIGHT ELEVATION B 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 1 /811 = 1'-011 16'-8" % 7/8" STUCCO J 2ND FLOOR FF OVER FRAME CONTROL JOINT ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0" AND PAD io ELEV AT 0'-0" MID WALL WEEP SCRE F- 18'-8" _ C9 — oW ' N = z 1ST FLOOR FF GRADE LINE CLEFT ELEVATION B 1 /811 = 1'-011 5/8" STUCCO OVER MASONRY 16'-8" 2 - CONTROL JOINT - 4" STUCCO BAND WEEP SCREED i_Oii 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 1,_0„ 12'-0" _ c� oW N = z - 12 15 co 2'4' A/C UNIT AND PAD F� 5/8" STUCCO 6" OVER - �MASONRY r OCT 2 8 Zull Virtual Review Assist, Inc. Plans Review completed and app d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 6-11" T-4" 15'-9" 0 SLOPE 5:12 N O-T O� J W SLOPE 4---5:12 T-0" RIDGE VENT SLOP 512 am 10'-0" RIDGE i VENT I I I I I �SLOPE SLOPE I a N 512 5:12 OJ L° RIDGE VENT I I L_ — ir _ _ I SLOPE SLOPE �5:12 5�l L-- C ROOF PLAN B 1 /811 = 1'-011 0 N FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =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 VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT, IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SO. 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 E� r .) O "j ao L0 4 J'e O w 0 Q N LL > o0 i 10 "? U 0 00 4) N U 7C3� r"' O 2 o0 0 } O v- o Q UO:It —r °cn V W D-v W Oo E? L O� U r-�a � W W W W' �LLl Uj Wpm W~Q W W�E 00 Z 0�9�-1 0 �LL.UO�JO Q U <OXJQZW�0Z2p�l-Q� pWawowpWOWXZ=) C.) O O Z JQa>O W YFnZZLLpW OOW - � �Wo�Upa- Q :2 opw o C) z U-a p LL O O Z NW O� (n ::) I` O 0 M O Q M 01 a. (`M 00 zv� W W JC:) O N N 0 N r tV O 00 (0 00 o 0 0 O CD N O C O N O N O N CD N O N O� N 00l O 6 = Op p M r N O co Oo , o, M o 6 0 � o 'W 0 O ' NL0�0000000 N M 'IT lf') CO r- ' n r CT (_n Z Z -Zo O W 0Wv0 w U F- 5; vo�o F- LO ^ 1l rr ^^ V) O M: w H Q Q Z W ~mOZ =F- =Z N (gotzIII Z M W CK i-2zly >- M WZZW N Ova2w O < U Z Z z �Qo QU OU O CL Z A5 a Z W W J wo) >(=) LAST PLOT DATE Jul. 21, 22 z 0 EXTERIOR J ELEVATIONS B & ROOF PLAN :R FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1 1-011 LINE OF ROOF -1,,, SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 7&outlets; 10 #15 copper to lights 1 zoo00 AMP p, #12 copper to 20 amp ckts —10 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN Q 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH-,-- SWITCH- 4 1/2" DOOR JAMB DUPLEX OUTLET c� TRIM---o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL J o z S 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 QSTRUCTURED WIRE OUTLET SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL A - CLG MNT LT FIXTURE -a6} CLG MNT PREWIRE - FIXTURE BY OWNER C SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� USED IF C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS ,-0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL 4r CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48— SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9724:R 24" VANITY LIGHTING F=-36:FFP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (� EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR Q CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" L4CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT [M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N O N 4 J riO yh 4 LO 0 ° ' ,,°� 00 Lo B � N 0 'Fq a LL k 015695 "9 Z w z Q E 10" ° CON V �w 2 m .` r "' N D 0 2 '-0 } ° `L Q U — p zv� (o E i �_i .0m O� a) ww LIJ ow w0— ~Q Z W J 0QzitLij �� <U z'O U) J - axJ 0�O Z 0 O o ow ZO LL'p -OCm 0n U pQ zz U nZw wwLL ¢°J LL wQDZo�oaO �Q Qpw ��I- 2u`6 Q O� �QZor LLQ o maw O O Z N O� U ti 0 � M O Q U M L0 IT LL IYW(M �0-200 Z U W W JC:) O CO N N O N N O 0 co (0 v- 00 T- O N O O N N O O N O N CD N N CD N N O N O N O N N 00 O— In 00 O M N O M OO 4 "r- O rn O o o r IL 0 o 0 O ' N� j o CD N CD co, CD �� CD o co, 0 ti n L � CO r^ VJ z z O_ o O--+ � � W0F>- 1- 5; TT O _U- o 0�a V, Lr) unOw� �°W� � z tr I- Q =co0Z I— z Oz _j N � i-<z0 _zzL- �j.. w N 0-32z / O Q U U) Z Z z QO z U U J 00 W of z z z w JQ WC14 N 0 LAST PLOT DATE Jul. 21, 22 z Q 1 ST & 2ND FLOOR � J ELECTRICAL PLAN B u r - ----Fr --r I r F1 a 1 1/2" FILLER T-0" 2'-6" 1 1/2" FILLER Ll - I I'm I 7m7 �_ J i - — 2'-6" 3'-6" 2'-0" 1" FILLER El / \ / Q / \ M HOOD \ / 4" BACKSPLASH 5 0 ZD REF SPACE VERIFY W/ MANUF f RANGE T-3" KITCHEN 1/2 11 1 1-011 2'-6" L 2'-6" N HOLLYWOOD STRIP LIGHTS io O M 4" BACKSPLASH \ / 30" HIGH MIRROR KNEE SPACE / \ X-0" 2'-6" 2'-9" Ll 2" FILLER 2 1/2" FILLER 5 OWNERISBATH 1/211- 1 -0 1 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— ELEV AT 18'-0" _ T.O.P. ELEV AT 10--0" ql 2ND FLOOR FF - ELEV AT 8'-8" _ T.O. M. / \ i$ 2'-6" 0 ih 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 4'-11" 6 OWNER'SBATH 1 /211- 1 -0 1 UNIT '2382 - B, L & M' - BUILDING SECTION " = 1'-011 3/16 DKITCHEN ISLAND 1 /2 - 1 -0 e M CV �0 O 00 Cl) I M HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH \ f \ f 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (DaA TH #2 _ X619MI[RCMPIA rlazt:87-yJ L 3 KITCHEN 1 /211- 11-011 T-4 1/2" 2'-9 1/2" 8 BATH #2 1 /2" - 1 '-0" ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF WIRE SHELF "HANSEN" BOX 220 VOLT ------ ----� �------ ----� I I 1 1 -LI --- --Wi i ---- --- pi 14 1 /2" X 16" I I I DRYER VENT I 2X6 KNEE i i i RECESS WALL TOP AT 34 1/2" I 1 1 I I I I ! I I I I I I I I I I I I I I I I I I —I I 4 UTILITY �� 1/2 FOOTING SIZES AND RE -BAR am i� M OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appr' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" / N / O - N LO 1� o 00 LO fl 1d'•9t4 (, y 'i —z 4k �~ O W z Q 0 LO 4)W)W 0 L .� `? o co N (n U p CO (CIO, W 0 p U 0 } p LL C) Q . r(V) }< w N O M W LU LLI W ° L U) W O I- W ~Q � W<§yZof Z Q Q U Q�� J�O�a�LLcUO°0,-jO x Z Z H Q Ou�29OZtROOMZZ�U (�00 (A z -jOa>ZY°Zz-ow0�-' QoWO��-�wo�0°¢ Ox E ° oQZq�¢ �¢ O <¢, O O Z N O� (n : ti co O LL F—IY_11M o 2i � 00 zv< Z wo J O N N 0 N N O O CO V , Co 00 0 0 0 T-- N �- N N O N N o O O O O N N N N N O O N N O 00 tf) 00 c) CV O O r O N Co v , O . 0) o o o 0 0 i= C, o 0 0 N > CD Ci 0 0 0 N d 0 0 (9 t- M ' CY Cl)Z 00 vJ Z -z0 �wU) 0 U0 �Q ^ ^l LO O W W 2 W H Z W =In Q 0Z �_ M Z (�o!ZW z N 00 i'<Z0 M �ZZLL � � N Ov_j2W O Q ('-'zz z o ~< U z OU O CL z Q z Z W J N N W cy) 0 0 LAST PLOT DATE Jul. 21, 22 z 0 INTERIOR ELEVATIONS B, L & —I M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL DUA GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS`. 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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. --r--; i _n 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. 1.12. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + 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-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 AREA 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4,8.1. 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete overpog and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior 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 conpliance 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) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 9P z _ N c � N J ram. ti j} Lo 00 A.J e r ' ° k1P Z W f< r 0 w Z Q to m Ln 1 E W L 1'i o M 3 - ) C,5 V) 7C) } M AV' W '1= 0 :E o B o 0- O H o 0 Q 0) .N U w �� N cO E" O�xs W U7 w O 0 W W W w~C O�_j L02JQQQ O'If) IYQYZ0 Z O�JO �VOLL QQ 0 QOXJ LL LL oO�OCOn OI- ZOOROOM MZ�Z) OwD_wCw!�of o >w Q��U _I QF-LL wOUJ�Z DO wQQ 0 LL Q O I- LL 0 O CV Z W O W F- C) C:) Q co (y) r- G Lq I-- O co Z U F-- W W J C:) THIS DETAH ONLY REFERS TO THE I IJ."k ONC-MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH -.. WALL SHEATHING II �� ll II 4. +I�>< I I°'t I I I 7V I I 16GAX1 1l2 LONG (3;'4"-1"-ROWIN) STAPLES ` O C. VERT BET' lEEN 10 Ax1"1 2"' LONG E ' ,,_1," STUDS (NOTED THUS-. — I - OFFSET 1 1 1 �I�O��fN) STAPLES STAPLES ETWEE t ST!l''E73 A SHOWN —_..._._ m- ._..... ...' . O C, VERT INTO .STUDS (NOTED THUS:-', METAL LATH ATTACHMENT DETAIL REV.0024.'21 SCALE:3d,y4" V-0," DETAIL EXCEE.L)S THt RECUIREiVIEINTS FOR !:BCR 703.7,1 LATH' 4ONLY AP=P IES TO LENNAR T PA,'.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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR "' GAS METER 0 0 N H C G 000 CD- _ _o -0 1'" CD�j• ' o LO U 0 x • 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" O.C. @ 16" 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 5" @ 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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE � 15/32" CDX 0° Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.', 13 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 0.280INCH 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + {. + + + + t t t t + �p + + t t t + t t t t + t t t �.. + + + + t + t t + + + t + t t t t t + + + + + + t + 4'-0" + 4'-0'" + t + + t t + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + Z++ t t + t + t t + t t + t t t t t t + + ++ t 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 good panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELLS STD. 90' HOOK r- BOND BEAM 0 W ...... . ...... Q STD.CONT. 90° #5 CONT. #5 HOOK BAR BAR E #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR 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 STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small 2" min. 2" ma gap x• � 4 max. /71 Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Han Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @TOP sides by 6". - Hangers with sides not containing t. W E g STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor c-1- m^ • i 1^ 1� N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —` DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" n.c_ higher than 15001b BLOCKING PANEL, INTERIOR Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate- BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d O BCl6000s BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-$d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist - j /-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset V/ w V� P Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails SECTION @ INT. BRIG. 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) CD A 1Yz" ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Round Hole Diameter (in) 2 3 4 5 7 8 &875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16", joist Span (ft) 8 V-0" V-1 " 1 "-2 " V-2"' 1 `-W V-3" 1 `-7"' V-11 " 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0", 1' 1"" 1"_2n V-2" 1' 3": 1, 9" 2.-4". 2'-11," 3'-7", 4"-.ITT 4'-9"" 5'4" 16 1-0." 1" 1"' .I"-2" 1'_2", V-7"v 2 5"" 3"-2" 3-10'° 4-9" 5'-7"' 6"4"" 7'-2". 20 V-0"" 1 ° 1 ", 1 '-2 V-2'' 2" 0" 3'-0" 4"-0"'" 4'-1 T` 5'" .l ,I ," 6 "-11," 7"-11 " 8"_ 11 24 1 `-0"" 1 "-1 "' 1 '-2"" 1 "-3" 2'-5" 3' 7"" 4. 9'" 5 10," 7 2," 8'-4" �,-6„ 10,_0" 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. I HE 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Plumbing Backer block (12" wide min.) Nail with 10-10d 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 7. 0.6 X Joist depth I —JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.C. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 'o LOCATION OF y° SECOND H10A SIMPSON 110A ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H1OA INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL ° a d =1 1-1 11-1 IEE 11=1 d I I• a a 1=i 1=1 1=1 11 _I j I I° d I —III —III- '.. 'I ;III= i i' 1I—III —1 11=1I 1=1 11=1 I I. III ..I 11=1 I I FINIsN GRADE - SLEEVE THRU STEM-/ SEE PLAN FOR---'°• a . • ; . . ° FOUNDATION INFO d STEM FOUNDATION GRADE d 0 REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. �--J IIII SEE FND. PLN. !_ SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION f i z � a • .. co � d 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 __4 a II ,III-III=11 �� q° �a 11=III=III= a s ;d i I—III-1 I I- =1 1= a SEE FND. PLN. 01 SIZE & REINF. OCT 2 8 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N A J f'¢ G u7 OD r C 0 i5:U- ' z W `y `x O W 0 z Q N � E L 10O _W i, �� ,ri 5 V) V v M AA'' :Eo W B o _: _0 �•� Oro 0 Q C U 6° — .N w Q� cO E M W L w �' w w w�¢ �� o'Q�Ozo' z [if a-00LL_J0 I- _U F- QD— J�0 0 X of 0 0 ° �- C1W�WT)zOWOOmzzU C'1 cn O z �0a>Z C,I 1pW��a QawOW <�-�Wo�U°a O� o �QZ�Q �Q 0 �aLL � O O Z N O� U ti O co 0 z C) - � QU)CY)�i It W LJ ^ ti 73 w < W z 1-- W C'M 0 �; Irl- +0 Z C 1a- z� W J O CV N O N N 0 O co (O o_o CD O CD N C) N N �— N C)C)C) O O N N N (N C) N I C)N N d) N co O— 6 0o (D A N o M C) c 4 C) CD O C)r O O 0 (O 0 t O NC)CD �1 J Cn > N CD0 o7 -4 0 L6 0 (6 0 I` 47 CO VJ z z WQO O _ 4--a w WU) ()<0 _0_0 D OWH^ Z �on0z I— = (V (_� v z z j J z i-�ZW M -QaLL �—p w CV O��z vLnzz Q ry z z 0 _se 00 0� z Q z W J UJ N N O LAST PLOT DATE >0 Jul. 21, 22 Z 0 STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE it OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. ` SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GPOUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD ILL MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER o MUNICIPALITY. ``� 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CNI°p Z 00 � 6 MIL VAPOR IIII BARRIER III , ® 4 I I IIII I ' III= `li COMP. SOIL. III (COMPACTED TO 95% —I I I I =III=III I I= MODIFIED PROCTOR III I I III —III —I I III NOTE: EXTEND DECO FINISH 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 KA 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" O.H.D. PAVERS RECESS _, z_ �M 4 °o —III—I 1=1 11= SEE A/S3 OR J/S6 —"-IiIII I I AI i, I I, III i 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. =--7 - r�-, r I - -- — -- 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � p ° -III—III—III—I m ° 'Ed II=III—III I I L � I III Ii11111ii 11 I Ill I I %` o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & E @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 r WWF OR FIBERMESH ° I I=I I I —III —I I I III —I I —I I—� TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK f ELEV. 0'-0" A.F.F. d. 0 Q . a a' Q . d... ' a d ELEV. -0'-3 1/2" .a ° A.F.F. O ' 2x4 CONT. a ILL. ao a as d - .a.. _ CV 4 a GARAGE DEPTH VARIES a a �. . GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 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 CONNE ,TIONS. 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSQN SP1 w/ (10) 1 Old 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 x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24' O.C.) 2„ WWF OR FIBERMESH �3 1/2" MIN. 1 1/2"(min.)- 4" 00 TT31/2"(min. - 4" III=III I_ °I- -_ I 1=III _III=III=III=III III —III I i' (2) #5 CONT.I i I I ;,I I I„111-_IIII=„I I ;III='' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" 0 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT qW P.T. BOTTOM PLATE x 6 W1.4 x W1.4ATTACHMENTS 2" WF OR FIBERMESH 3 1i2" MIN. z o °p _ -III—III—III—'31/2"(min.)-4" 00 _ 31/2"(min.) - 4" =III=III- _ =III III—� I I- _ ' =III I I I I I I I I=1 11=1 11=1 I I III —III '' (2)#5CONT . II 14"I I��1111Il'- I,lIIIIIiII II1IIgI U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 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" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING\E�swV NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A =;j 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C—.t �M INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 �i LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N ° D D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE O° [GRADE 60 MIN. Fy= 60ksi] Z Cl) .p D 25" MIN. LAP [30" MIN. LAP] —III=1 —III D o. 4 `J D p. °O 6 MIL VAPOR BARRIER -1 I 111( D ° I (=III=III-11 °D ° ' I-1 1 I ° 111-1 I I-1 11—I I I—_ #5 REINFORCING BAR R 1 7/8" I=1 11=1 11=1 11=1 11=1 11=I _ _ #5 LAP SPLICE III —III —III —III —III —III z ' III I El 11=111=1 I Ifi 1 1 N z D° I—III—III—III-1 I I —III —I I I I I . I 11-1 I I-1 11—I I I �I ° p D III —III —III -III —III —III- N IIII 1 o D ° . 11=111=III 111=� 1 36" MIN. LAP [36" MIN. LAP] I=III=III=III=1 I I=III= I COMP. SOIL. (COMPACTED TO _ __ I' 95% MODIFIED PROCTOR ASTM �— 11-111-111=III-111=111—III= —III=1 I I-1 11=111=111=III-111-111-1 I I D1557) 1 1 111-111-111=I 11 111=� 11—' i I 1=III=III-III=I I I=III=I I F I I—' 4" 1-4' ��—III_—I�I��I�I1111111111111��111�=,111 III-III=11r FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" QS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °°—IIIIII=III=III=III=111=III —I � I —I �I—I � I —I � I —I #5 REBAR w/ OPT. —III-1I I —I I1= I I— I I —I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' Cl) N d. d- . M �..-•.. .a -a.. .. 60 ' l l—III �.� •,' :; _—I IEd F SEE A/S3 0R J/S6--'- -I I II I L1rT l 11 I I,,,. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x —1/2" GYP. BD. 2„ HOLD GYP BD. 112" FROM SLAB 1 01_01, CONT. BEAD SEALM d Q : J INTERIOR a P 4' :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED,FROM BOTTOM 'LATE TO CONCRETE AIN. SHEAR 180# MIN. ENSION 120#) 00 c M 6 MIL VAPOF BARRIER CONCRETE SLAB 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N. W/ DRYWALL SCREWS @ 8"O.0 INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r6x6W1.4xW1.4 , a 1 WWF OR FIBERMESH K S3 _ ii �,i i. In RnaZ°"oi nn% 6Utl lllilrtIi1 T61 I ,11, IG@- NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM W END OF 2" x PLATE W D J `� m ° —III—III—III I--III—III=III I I III p • ''IIIIIIIIIIII ° III I 10" #6 REINFORCING, BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 /u FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING zo ATTACHED PER NAILING W SCHEDULE � Q w SEE PLAN FOR STRUCTURAL 7� W COLUMN SIZE AND BASE o W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 181D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS' J1 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER Y-0" FIN. FLR./-6� COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II —III —III —III- C?III I11=1I1=1II—' f (2) #5 CONT. =1 I I=I I I-IIIT -III, , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" IllS' 3 VARIES 1 1/2" RECESS FOR ,x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — 80 M III .° a —III III= SEE A/S3/J/S6 fill , ,III=III 4" 1'-41 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE c� ;III=III I a, I=1I1=III-1I1=I' z I.- Lu o I III —I III —III —III —I 11 W 0 Uj 0 1111111111 a� . l 11=III=III ; z Q co�Q ' � 1=1 =III—III—III=III I I III —III--- FOOTING J -III III —III —I 11-1 I I —I I III=1 1=1 11= 11.;�111=III=III=III ,II ...III -III—' BEYOND PAD REINFORCEMENT -III—III—I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN 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 Edition by Debra Anne Blahr PX2300 N N O CN .. a iN 41 Z. w ��&, 1 LO ° 14a w Q LU IY z Q V) N LO 'U-, E Q� o n U -0-0 v� E ` U � O _ _ 6 o 0 �C Q —CU6--2 .N LU Q� U o E 70 0 - O�-O Ill W W (�W:0 'WF- CCLL0 O U-1< of<Yz� �LLO3��00O LL U ~ ~ �WLo�Q 0<Zcif 0L om�Z�z�O Wa'�wwuv��O>C) O C'f DIz -.1 �zOzz'L0W❑aOz QY0W0-U QQQ 0X D C) z� LL Q 0 1--ILLIL O O Z W 0� U) CD []CMO Q LI? 2 co - 1 _ W I—�<c_M zv� LUW W C:)J O J CO N N O N I ti N 0 O C6 CO T- M Ir- O N CD CD r- N N V/ V ♦ C)CD N CD N° CD N N C) CV N CD N CD N CD N /� CA N CO O'T- ; LO c0 O M � N C D M v, O C 4 O - O 6 CD o p O co O 1 i N'^ V, �000 N M CD d 000 Lfl Cfl ti CO r� VJ Z Z O wWU) 0 Uo�Q FU�a rr^^ Vl Owl=- Q 1.2 zGif Q =moz I— Z O j J [V v M ��ZIr Z Z �- w (V OJ2z �— 0 Q Uazz z �Qo QU J O" o 0- �m a Z Z W J W N N LAST PLOT DATE Q Jul. 21, 22 Z+-+ O STRUCTURAL — —.I DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION i (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE ll 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 1 SCALE: N.T.S. S4 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 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 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 NAILS BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d . a e ° <. a' ° o e 8" STD. 90 HOOK 8" 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 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q MEMENEEMEW 7 w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB i-8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE o GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL " SCALE: N.T.S. ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ Lj ❑ ❑ ❑ 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT LL SCALE: N.T.S. S4 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK JOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP IARAGE OOR vvvn i nrur� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END I 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' 1 (3) (4) (2) 1 (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 T� REQUIRED CONNECTION 2 3FFANgO� 2-ROWS 12d NAILS STAGGERED N @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE S R S4 • INTERIOR HEADER: E P x6 WALL, USE S 8 (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. O� SIMPSON HTT4 TYP. Op DR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ,::DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER _ RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD1/2" EXTERIOR GRADE SHEATHINGS FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) kE O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN 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 SCALE: N.T.S. _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a' 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 • SPLICE STAGGERED N .' 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ A I 16d TOENAILS TO'f6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J C P.T. ATE SIMPSON l C i �uviraviv �r4 SP2 SIMPSON SP1 SIMPSON- SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON `SP4 co 6 o ° 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SjMpSONSP4 SP4 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anna Klahr PX2300 rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL � SCALE: N.T.S. �'S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" I\GGERED 3OLTS @ 24" O.C. ax 2X P.T. PLATE \ OB�) 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8„ PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /— 2X BLOCKING 0 C -(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 ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"rK (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. N A N t eB e emu.; O a y : 00 LO t Z o w z Q to 'n � E � o Qi ? W 0� — N _ N U Q CO N 0, •— U o _E _0 0 O o Q — C v i3 U V W Q;� iD ' 0 �F-a � W (j ow vi w01- w�Q _j it¢ zO Z O Q C) U Q�X_jc)03:0 cnEop��0 z 0�0Z00r00mzz 0 0 0 U)w 0- ZYOZZ�oWO�� (O LL z Q0W��-�wo�U�Q 0O o D 0<<X LLQ O �QLL O O z N 0w I_ U—) ti U) CO z Q CO LO U) LL. z < W I-0,—'CW_M 0- G zv� Wz� J O J O N N O N ti N O O 00 V/ V/ Cfl CO 'r- CD N CD N CD N � N r- N O CD C) N C) N C)O N N CD N C)N N N 00 O 6 00 O (j �- 1 N O C)O i= ;I-— C) 00 C)r C) C) r- T- O I CO C) N V J > O CD N CD co ID "I o LO 0 CO 0 1� ^ L / Z Z —z0 O �# Ww�> UF_ 0 r_J0�o Q 0 Of W LO —0Zwl=—Q 0 ~ =co0Z I— Z 0 j w NZ v 00 w >_ } � Z W M 0-ZZLL 2 W N O��Z (0Q U�zz z a0 z O" d co Z z z W J Uj N " LAST PLOT DATE O Jul. 21, 22 Z O STRUCTURAL — J DETAILS SIMPSON HGAM1( w! (4) 1/4"x1 1/2" SIDS 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 DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS -� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE— SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2xN�n 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ . EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d 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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH " MOISTURE BARRIER SIMPSON META12 w! (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x" 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 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 X-BRACING, AND TOP N ' SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING _\ ix INFORMATION CO 00 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACINGrj APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 12" 1 1 2" X RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d (D = 0.207", L = 4 1/2") OR EQUAL 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 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a� SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g a SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPiCAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 it\1S1L\l\I\L.I GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP WOOD TRUSSES -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING 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 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON 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) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 4r7 0 z W �_= I 9_ BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" 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" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE.3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. (S5) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C x TYPICAL 16d NAIL GABLE TRUSS WEB --' SINGLE 1" 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C3 w w 0 C) 0 v w C)o I- m C?a :;t o 0 d w — — o o Q < — — — o Q ----w ----CD w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 ( L AS PER BCSI SCALE: N.T.S. cc SCISSOR TRUSS SCISSOR TRUSS 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 W1 DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 F8C 7th Edition by Debra Anne Klahr PX2300 N N 0 N , d F • LO 0 co =�u a 4 :°\ Z LU q 0 LU 0 z Q V) Q) LO E �? o _W L cl) � ai N N V �_ A) E s o W 2 2 o �} Oro v Q C .N w O � � (n V I_q, W L cc), O 00 m W w ��moQ 'QzW W ZW �fr U_U�O�X�oof �o 0pOz2i0°QZ� cr0000L=WWZW~� � 00 WzWzOiOZQQQO Q�d DQ ILL I- i3W 2iW 00Q D QzYa U_Q o O O z N OW 1—_ U Z) ti a 1- � O 00 coati W Iq ID_EL— co tY 0- T_ oo Z z� W WO J O O d' o N f. I` N CD 0 CO CO CO — 0 N 0 0 N N (D C:)N N N NN N N N N N N N N N N CO o 6 C p c; N O M Oo o rn C) CS o " o (0 CD 0 in N''^^ V J a) > o CD N 0 M 0 �1 0 L6 0 (0 0 ti Lo rn VJ Z Z o 0 W cn O}' WU4-1 F--'- T O U0�a 0O°W� Vl OWF-� F- of =000Z F- Z 00�� CV :E Z W LL w CV OJ2 Q Q - FZ Q U`nZz z ry Q F_ U " O O a- a Q z S5 z z w W N N N Q LAST PLOT DATE Jul. 21, 22 z4-1 O STRUCTURAL -- J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 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 O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE 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 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 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) 1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LLI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C IW 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 CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 518" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS —STD. 901i00K (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT WL NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ,ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU L 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. LEI U) a AT GARAGE CONTRACTOR BASEBOARD ��, 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 q. d4 FINISH GRADE co LE = 111=1 I —II ' II—IT_I-1 11-1 I I III - —_— —_ 6x6 w1.4xW1.4 lei III 1 I=1 I III I III —I 1- o El I I— z WWF OR FIBERMESH =1 =1 -III—III—III—I I I I III —III —III III �' q. � 1 I I (3) # 5 REBAR ON 3" CHAIR -' I I � „1 i 1, 1111 11 11-1 "-STD. 90 *HOOK (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS TEND SHEATHING TO )F BEAM OR GIRDER kTE 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 N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ZC51<1 WEEP SCREED 6. PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 112" 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 R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ I ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS) 0 SCALE: 1 1/2"=1'-0" ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <- 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a'. ° a ° a I ICI — ICI I I l ls, tl I IF:I l ll i ll l ll i lI I Ii l I 1 (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSuRE1 SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D w o SECTION X-X IF W W NOT FULL o h HEIGHT SHEET C J Z O K co G FLOOR SYST M /� (2)- 2x TOP PLATE /C BEYOND I 15132" OSB EXPOSUREI F SHEATHING W SOLID 2x rn BLOCKING @ ALL o C C SHEATHING O co EDGES (SEE OPENING SECTION X-X w a c> x E H 2x STUDS W BEYOND. W SEE PLAN o 0 U) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN%". h ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM, O w /� @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J U,LL H 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF F y Q 1-- O co rt-OOc» w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z w � L @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p O MEMBER IF GABLE END c V LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" 2x4 P.T. BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" - NAIL 3/8 SPACING t S S 1/2" 1/2" S 1n" 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 S� ! �O4 ��N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x _ CRIPPLE STUD TYPICAL (U.N.O.) ("_CWALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE Iz2x STUDS TYP. /\ u P.T. BOT. PLATE Op�TFR7 FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/2"DIA. x 3/16" PLATE WASHER (MIN. SHEF,R 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH III=III—III a a -1�I—ICI II a as a Q III,; III11 4 _ 3# 5 REBAR ON 3" CHAIR I I IIIIIII I W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 SCALE: 3/4"=1'-0" E OCT 2 8 2022 \/V\ Virtual Review Assist, Inc. Plans Review completed and approve) for compliance with the 2020 FBC 7th Edi by Debra Anne Klahr PX2300 N 04 O z g a > ro ,. LO O O LO Q a � LLI \v 0 w Z Q nLQ ; CD 0 W L 'O °? U U A� E s 0 Y/ 0 U 0 0 T11 •� O o Q .nN, w Q� N V W K °J N V� W W W W (n O~u�_j o W Q WF-zH � z �0:_j<2<<()f0 LL U Q Q U <ooQzLLIUz2-ozQQ Oomz�� U) z ou)o'ofoz0;r cnLUWjv5Ww;'�U)LL0 O�� EL QOwO�I¢-�'z�wo2U z Q Q O C) CI Q 0 LL Q O Q LL O O z 04 0 �_ U C] � cM O Q U) CO Ln 2 U) ti U-) ZUEa— Wz� W CDJ CD N (V O N ti N O O 00 (0 r 00 r O N O N O N r N r N O O N O N O N O N O N O N O N N O O (V CI C) d- r O C:) 0 O 0 r 0 r r 0 CO 0 ' O L N'^ �1 ♦ � �/ C) r O, N 0 M 0 4 0 In 0 (6 0 I-.: LO M1 �0- W VJ _ Z Z z O C) W w U) 0 ��Q [^' 0 IL Lr)w • O W I-H 0 I.- =000Z H Z N fn V Q > J Z M �}Of2 -Z M 2W Z Z LL_ C3� w N Oa�z O Q U�zz z Q �a0 U J oa O" �m Q z z Lq J W N N C) LAST PLOT DATE o Jul. 21, 22 Z O STRUCTURAL — J DETAILS -MONO 1/4" MAX ir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 x4 P.T. 3/16" 0 X 3" LONG 3-1/4" LONG X 3/16"I?J FURRING FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /21► DETAIL 3/16" x 3 -1/2" TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. @ O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 I1Z UM T VVFiLL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 YWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH pil/2",Dl FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. z-i /d" m:TO I 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 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLK 2. INSTALL WDW. SCREW ANCHOR \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J 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 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" Opn 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,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 ll "LAL NOTCH WEB AT +5A 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" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i 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 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) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER TA B D TROWEL HALF OF MORTAR D E AN O REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-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. C p 0 o i I 1=1 11=1 I I I —III —I � l GRADE oI— °. ° M G . - Z t (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) FHE S I IAIAnnE:DTADI C IAICTAI 1 TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS TE AP,--H PLAN AND PRE-EI' G TRUS 3'-Sk,. N EE N 0 T 'E E. .. ALI ' _ IMF' , LL FE I ALUM = r s.. 1 4 IE I '.q , F LHANLNEL _ zw r C " D FA`.TENED PER< I DIA o 1TF ? RF1 M---L - a FAT ` EI°. E La Lr SAL E 1 CONT 2x4- N'AIIL.E . L- 2x BLoCKIN I fiAAILEL,, TLk Taal 3... m+CKI G v.,? 2-12 ?4A1L_ - CHORD F �'FP Y COTHE; T -_ . , ew'--12J NAILS, TYP C) Ci 11LDE TO V`RF`'r'RR0VIDE SDFFIT NTATERI, L SPAN (:_B CIT T C l THE DESI; GN Cr,[—E1 EET SN L F :t= ISFFuT A € Ft°i t;i-tL'1ENT AT WEIR ALPHA. AL U?A 114C FL 4 1654n -- PRODUCT AP II F CHANNEL F AS, E E-D 7,0" = t., I. ,L.=U fi,,, DID. 1 a24 C.r, +511 IFi L1mE =1`_l 1 L wl 1,31 16 IAA S `=1 x 1 ,1" 'w _ _ STD LES @ 24" 1^a1 "� �:^ O.C. IN PATTERN 1 F FA&C-1A W.E 16, GA ',,g 111.4 , jN c APLE cJQ __A2 i I _jTj1:_ L S ,SF01 DCTR 7-0' AO FIT �§1T mm . 7 CL 1 V T' ItJS T,.Li Nil D .- N BLC T, F = IFFI I Fi_ PA NSTALLAT10I, ' �IREFER TO THE PRODUCT APPROVAL FOR INSTALLATION DIETA 1_S ; 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. X OV (2) 10d NAILS @ 8" O.C. ERygN TO TRUSS TOP CHORD + + IFNOTy PLYWOOD SHEATHING + i+ + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP a. EACH TRUSS CONNECTOR SEE LINTEL SCHED. NTER SO PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIr MSTAM STRAP S( AI F-.'1/4 CII CI-IGGT n) All z 0 U) Q tL 0 W 0 0 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN d• ' G RETROFIT WAIL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5`-0" NISH FL ° ° p #5 BAR Dp' D 10" D CENTERED W/ IN TOP o _ KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN I o D ° ° AND SECTION DETAILS71 CLEAN FILL I .� DIRT 6 z ° STANDARD o #5 BAR IN D 99 HOOK N FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING Q - (2) #5x6' IN CONC. CO CDco FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. OCT 2 8 2OZz Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E Ition by Debra Anne Klahr PX2300 N 04 tw N J <, LO y <;' . LO r xb,a Q : s - w 0 ' u w 0 z Q N p L0 � o Q� 4 L CO N N V) � N M } U s o } O 2 0 O � q Q �tn Q� U w Q�q E" 7 L o W 0 W Ul " W I- eUj p W_j Of<zzaf oW Y Q U< F- Q� QZ°��a�po�O Uo )Wi0Z20❑1— acnWO0 R0omZ 0,F- ZC1U Q°0Z__ZWe0ZWLL 0WOa Z Q ~6U) H p Q w p� OQZ�Q LLQ 0 �QILL O O z N LLj > VJ p ��MO Q LO J 2 U) Lq Cy) 00 Q >- Q z U z� LU J � N N CD N ti N CD CD CO M CO CD CD(D r r CDCDNN N N N N N N N N N N N rn Co 6 ao O r; - 1 N o M Oo dt r-- 0 W 0 O O Ir", 0 (fl 0 N' �.0 a) > CD CD N C) co CD "t C)C) LID CD CO I__ MI j J Z z , _) oWfn -1� 0 U � tY 0 TT VJ -o �D�a Q 0 Ix W ZW~L_ F- LU ~Oz = F- Z j III N v z 0® i'2zof �QQ� w w 0_j2z C:) < US2zz z �Qp z U J O o °- W Q Z I z z J WC14 N CY) 0 0 LAST PLOT DATE Jul. 21, 22 -if--+ z O STRUCTURAL — J DETAILS—RETRO FIT A j, AII 11_ 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). .., I S .! FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE' 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 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 T 'PCONED 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 I PT NOTCHED INTO STRINGER — D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS LJC'F UU I IIIN OC V CL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = V-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 0 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D —3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" H / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER OR DRYWALL SPACING \, ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" GN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" �— H H SECTION VIEW E SECTION VIEW SCALE: z" = 1'-0" _ SCALE: 2' = 1'-0" 3/4 PLY\A ON DECk ---2x8 SYI AND N/ FRAMI( 2x4 DRAF" STOP 2x4 BLOCK C -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 -ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER— r l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER. FIELD VERIFY CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING 0 1 /AIM UUINO I MUU I IUIV UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ALL JOINT /ALL TO R JOISTS) -UD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT /ALL TO Z JOISTS) 2X 51MPSON MI :14) 10d x 1 1 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES oECTION VIEW "H" SCALE: 1" = 1'-0" OCT 2 8 ?P19 Virtual Review Assist, Inc. Plans Review completed and approve d X for compliance with the 2020 FBC 7th Wfion by Debra Anne Klahr PX2300 N N 0 �> N Ln ao e :• a Ln 33 s n '�xa l� ° ;> s Z W ,, v® O W tY z Q N NFL E 10 _W L U M v di � CO .0- N D C)c,5 V) V -0 7 v 1) ro O U O 0 �- Z U�°LLB 2Q '° — �U W QV N �W L cO M W W U) W O I— W~ C � 2 � Q' zZ ct Z JO Q Q U Q<0� �X�cn��u)LLO0LL OQZLL LL Z�JQf'->Q>Q H �00 H U)W a-LLJOWw WOLY�Q0}J zLL0WOU�a LL z _jQa->Zy0 Q o W 7 H� 2E W� O� 0 �Qztr LL Q O LL I O O Z N O 4 ;moo M O� z Q LO [L U) LL 2 U)z ti < LLJ F-�aLid M [)� CL 00 Z U Z� W W O J O N N C) N I` N 1 1 0 �E 0 c6 Q0 T— 00 T— O (NI p C) N N V/ V/ O O N O N O N N O N N O N C) N C) N T 0')00 N O LO r co CDr M � N O M ® i= d O ' O O O p r 0 to 0 O CVv000000. LO >1I N ` M L.f) CO 1-- I I 00 �/� co Z Z O W U—) (0 4-00 w U I- >- 0 U0�o �O--a zw�Q U Z� 1-- Q �m0z (=�=Z O N v z J M 0-Qa1-- Z of w N OJ2z O Q 0 U)Z z FQO It V Q U J O" oa �m Z STW Q Z Z W N N 0 CN 0 LAST PLOT DATE Jul. 21, 22 Z 0 r 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: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CA1T-CRfT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-03 8F24-OB 8F28.OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-iB 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 14605 6113 1 7547 8974 110394 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 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 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 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 12320 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 180 340 598 845 1114 1 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 1 315 550 784 1047 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 4CAS71CRfi@ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB RF22-OB RF26-OB RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-IB 8RF26-IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6' (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 18060 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 1825 3120 5048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AM- R�,,. � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 Y-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 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 1T-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 w7 2" RECESS DOOR U-LINTELS C, =P44V4 ,� ^'� • 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" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 Fg,-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-Il SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T BF24-IT 8F28-IT 8F32-IT 8F8 2T 8F12-2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 1940 2724 3508 4292 5077 5861 5'-4' (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10E350897'-6" 727 1166 1634 2102 2571 3039 9' 4" (112") PRECAST 591 680 113315 147115 181 15 2152 16591 851 1326 1705 2084 2463 10'-6" (126") PRECAST530 552 914 15 1185 15 1458 15 1732 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (16t1") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'4" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 g 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 8g64612' 1801 14 17' 4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12746 12 166 261 424 616 831 8 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 (1 461 10 545 (1 629 1 137 1 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 (10 416 (10 491 10 566 10 124 1 200 1 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CASTIII SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-1T 8RF26-1T 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 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 4224 5074 5924 5'4" (68") PRECAST 675 1301 1960 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 1 1952 1 2442 1 2931 3421 9'-8" (116") PRECAST 9 F-8. 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 0 UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1'-0" Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edii by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS °14 ' I < o 0� 0 > c �a a oa Its o c G C C C C C 8F16-1B/1T 8RF14-1B/0T e d � C >- c � o °a �a p 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" G K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED *0 J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. j_ ¢ j wv-w L p #5REBAR AT a ° � a BOTTOM MIN. (1) ¢U- Um ' REQ'D Qri w 16 GAUGE POWERS Ln -wilt ° STEEL BOXED a LINTEL STEEL BOXED LINTEL NOTES (ALT.) ONLY 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 *1-1/2" N. (1) REQ'D CLEAR C.M.U. Go O = GROUT T - Ln `�° #5 REBAR AT BOTTOM OF LINTEL CAVITY c C BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U =UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N O LO g ID tCID 1 4 Z .:-O 0 a�-`�'•_Y,,. FAA' 1<. Rx4; dsi' P W W 0 Z Q n� L0 E L �� O _W CO5 V) W 0 '_ �} Oro N Q U -t } yin j LU Q� n � rN L O� - a a LU (DW W O F- LLR LU � �2U-Yz� W0:2z � <O<NUoOO --0zM0E-<r QU Q 0 0 0 C3 EzoLL 0-a LU �Oa�YZW�ZClZ !)LL O �W�-QU0 Z:2p ¢�ul O QW o oz F ¢ LL O z N LLJ U ti o�:�o Qcir) r�- U� -i < W < Lq z i- fY 0- M 00 zv< W W J O O Iq N O N I- N O O M V/ (O M 0 0 0 O O N O N O N O N O N i O N CD N M O� N 00 O , l S� 00 O M , O N M O O O O CD 1 NLo; In 0 0 N 0 'M O � O � O (O O � n L / 1 0- Z Z WO o U� (n W o 0 Q '� 0 0 WLi Uj , Z Q =M0Z F- Z ! n V O 3 J Z M i-�zW % ofw rn flf- W W N O-jQ U Q 2z L0zz O Z z �Qp 0 0 0- F.F. 00 tY 1z Z Sil W -I W N " O 0 LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL _I DETAILS B r• ue:r"I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNR_LED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U 10J#5L(1)#5U (1)#5L(2)#5U DFTAIL'A' DETAIL'B' DETAIL'C' (1)#SL(1)#5U DETAIL'D' DETAIL'B' & 'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 1 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-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) 7/16strand + N.R. 522 522 360 499 2 No. 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 174' I C-O" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 711strand + N.R. 277 277 202 281 2 No. S (2) 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116strand + 203 203 155 215 2 No.5 N.R. (2) 7/1 + 24'-0" 22'-8" PRESTRESSED (2) No. 3 164 164 124 179 (strand 2J No. 5 2) N.R. N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P- -PLAIN LINTEL/ r QUANTITY CF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] LQUANTITY NOMINAL WIDTH NOMINAL HEIGHT OF #5 BAR 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)#5L(1)#5U (1)#5L(1)#5U (1)#51-(2)#SU DETAIL'H' DETAIL']' (1)#5L (1)#5U 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" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-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 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1V-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" 1 V-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2 No. 174' 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) 7/16 strand + 1035 1035 478 936 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 961 446 872 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2 834 834 390 763 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 720 720 366 716 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ S - SOLID LINT EL r QUANTIFY OF 45 BAR AT 1 LOWER LINTEL.11-Y [8x11+6-P 1L/lU] NOMINAL WIDTHJ J L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x1211 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (I) 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" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 74' 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" 34' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 6-8" 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" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'�" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P -PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOUDUNTEL -1 I LOWERLINTELCAVITY [8x16-P-1 L/l U] NOMINAL WIDTHJ LQUANTRY OF #5 BAR AT 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 10)#SL(1)#SU (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DE DETAIL'F' DFTAIL'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 414" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 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" 7-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 Y-4" 10'-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand+ 1207 1207 605 938 2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 strand+ (2) 7(2) 836 836 426 763 (2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116strand + 655 655 340 645 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.S 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 (2) 7(2) 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 rQUANTBY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1I6-P-1 L/1 U] NOMINAL WIDTH J QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 1 10000 10000 3'-6' 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE (21 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-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" 1 V-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) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1084 1084 615 1095 2) No 5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 1008 1008 573 1048 (2) No.S (2) 7/16 strand + 21'-4" 20'-0" PRESTRESSED (2) No. 3 877 877 501 966 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No.5 12) 7strand + 24'-0'. 22'-8" PRESTRESSED (2) No. 3 2) (2) No.5 ( 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU r QUANTIFY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH] `QUANTITY OF 15 BAR AT 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'DS DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 7-8" 24" 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" 7-8" PRECAST (2) D4.5 WIRE (21 No. 3 3647 9133 7835 8173 4'-8" 3'4" 3-0" PRECAST (2) D4.5 WIRE (21 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" 54" 5-0" PRECAST (2) D4.5 WIRE (21 No. 4 2976 2976 2676 2737 7'4' 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DF DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ rQUA NTIIY OF #5 BAR AT S-SOLIDUNTEL -1 I LOW ER LINTELCAVITY [8x16-P-1L/lIU] NOMINAL WIDTHJ `QUANTITY OF #5 BAR AT NOMINAL HEIGHT 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: FW 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN Co 7/32" STIRRUPS AT 4'-0" cc bo m m (TIED OR WELDED) Ln BOTTOM BARS N SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) 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 OTED LOADS FROM THE SAFE ADTABLESB�ALCULATINGMAXALUATE IMUMRESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR 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 (1)#4L (1)#5U DETAIL'O' DFTAIL'P' DETAIL'O' &'P' DETAIL'Q' 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 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4,5 WIRE 2 No.3 7681 10000 10000 10000 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" 64' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 11 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 1 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 1 3021 2320 3118 11'4' 10'-0" - PRECAST (2) No. 3 2 No. 5 2699 1 2699 1959 2699 12'-U' 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-z' 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 (2) 711 strand + 14'-8" 13'4' PRESTRESSED (2) No. 3 2413 2413 1338 1974 2 No.4 (2) (2) 7/16 strand + 154" 14'-0" - PRESTRESSED (2) No. 3 2199 2199 1219 1846 2 No. 17-4" 16-9' PRESTRESSED 12)No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2) No.5 (2) 7/16 strand + 21'-4" 20'4' PRESTRESSED (2) No. 3 1092 1092 614 1167 2 No.5 (2) 711strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 2 (2) No. (2) 7 strand + 24'-0" 22'-B" PRESTRESSED (2) No. 3 (2) No.5 (2) 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEU -r QUANTITY OF #5 BAR AT S-SOLD LNTEL I LOWER LINTEL CAVITY [8x1I6-P-1L/IIU] NOMINAL WIDTH) J `QUANT(rY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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'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" 7-8" 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 44" 3'-D" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 48" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5673 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 64" 5_0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 6_0" PRECAST (2) D4:5 WIRE - (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION s - [8x16-P-IL/lIi ] �i ij LI UNIT '2382' - 1ST FLOOR PLAN 1 /8" = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID ##51) UU(0) LL SOLID #5 (2) U (1) L DETAIL'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" 1 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 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF 45 BAR AT �; .� S- SUI.ID LINTEL t LOWER LINTEL CAVITY [8x16-P-11L/ l U] .4,• •• NO J L QUAIJTFTY OF Its BAR NOMINAL I HEIGHT UPPER LINTEL CAVITY DETAIL"DA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24'I 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 7 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DO' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'4" 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" 24' 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 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'_4" & PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 yi �q. DETAIL "DO" DETAIL "DP" DETAIL "DW TYPE DESIGNATION s [8x16-P-IL/IU] �j L�, AT OCT 2 8 2022 Virtual Review Assist, Inc. ans Review completed and app ed Impliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 W-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0' Precast 111 593 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'-Or Prestressed N.R. 100 N.R. = Not Recommended - N Cq CID U") p ¢ Q 4 r z r «" WW = l N O a 0 W W 0 Z Q nV) W OL0LO o W L M; 0 M v: N c'7 N 5 En '}- 7) O U rn N V Q r o O 00 Tti1 •� O 11- o Q NJ Z U��L}< .N W Q�t V N o Ec D OL oW(3ozL w `L< YW F[If W zWWO WQQ¢ JO�iU00J0 (� QxJZ0�Ocn OOLLI- OJ f- 0 00 ZEi�W0OOOMZDwzW LLJ JO0- zY�z () O Z 0UJ��d Q�¢O W Q�-W z��UOn- OW �I-� �W o Q o 0Q<U 0� I.LQ o �¢� O O Z cV O� - M O Q W _j G U) l` z U z W J O O N N O N N O O co �p 00 O O O N N O O N CD N CD N N O N N CD N N O N T 0� N c0 O Lo co O M r N O M v, OO 4 CD 0 CD 0 0 r � 0 CO 0 o ' N Lo j CD 0 N CD M 0 't 0 LO CD CO CD I- CO (nz z Z o O}' w oWU) U '- O U0 < �W O ~ H W F- W t� ~m0Z r=�=z V z J N ryN/ I L �2ZX } 2 Z Z LL W N O J 2 Z O Q IL z z Z Q 0 z U U J O O Z Q z W _j WC14N 0 LAST PLOT: DATE Jul. 21, 22 . 4_+ Z 0 STRUCTURAL J DETAILS B movinting Warliat's � i-') ciziii.ligell. 4-1(2'xA1-1 2"X12-12' Ste Ancri Schedule B'0111I I f,YNa A le S tG� iTil,l)j I Back Cross Support May 1ap cta tiI Right Ste ket,, - 6 Ga., o9e) 414 Sn4f-Dillihill Front Cross Support May bt� rili tc) W) Left Bracket II n I 5irt III e I 7sl IN a.r iuU 0 fxx 1. 1 i'll l t I I ii I! , 11 KtIl 1 It I! "Ir"t mdlei Errep-ead RAW ve-weduall; xt.41stalle upon requi nuldlaustal he will applyl Florida Department of Business & Professional Regulation RrPidl Bulftling Codes and Standards 5, d21 Product Approval Application Debil Loll or Date Pend ing 22111: marrallaeawrer Contact ft y#JftW awnw"A WARAILI Apgratirsal Ma A-Timallon 2020 &part Vent I"ciduds, Inc MIClui Graturn memrsr Norelrop.E Lei Spool P 5 1211 B 'i = 2`1 gr2cla 12f,&I APpi category: 6kructural Ce"'ps"i (8771441.036a PE-7377a (334 t 300-11 SubCalloorprit Produtte citioduce, to Result of Ne, Technolegry Compliame "Irl Etaluabon, Report Vexr, a 'I -de RegeirlareO ArChilreet V. L it;. sad FlID1.40 prose,woral Frigareef Cluarflty Assurance Approved for, li Asieroili for Wig IMDM 1110,515111 fag 111=1"i 2E Hainne Product piss ,Pion alrettlan Date to RVHZ Cereals i Redstrai Precoure #1540-510 Punii F!ood and ��ertradon Vent Ini Yet Yes `0 '1001 seaDua! sea 11'en I I'Roolial #1 e 4 5F5 1 1 Na F-flon Flood 4 c landRI Vent 12*1002E Y_ Yes tdA I all 100 �all " " 'i " "'i""Vi"'r IINAIP' Y Y 1114 ' �_ �I I i4l I 9irre I'dort Nludal ar� 540Kf oaiaI" trd Flood Wint I D31(2022� Y.. Y.s NAA , 19511 at, 5 Sarrall'"ol Nlteet*150-5.14 11611 Gi Door Float Vent I DID $ an_'3 yes Y.5 PPA NIA 0 S�rli Model WsAlri Wood Well InWeleal P€aod Vaal 12e31'i Y� Y. WA '1n31_lw I smialviiiii voted #1 540574 14 5&cudi Carliat Door Flood Vent 12131 Q023 Yes Yes ROIL RM Florida Department of Business & Professional Regulation Patio 2 of 4 Building Godes and Standards Product Approval Application Detail 2291 29k Dawpol Ram iW-01 Vertnori Manufacturer Contact En linear&License Validated B Validated Submitted F B C Aro V ro v8A Approved Status Re', eirril 2020 Therm-T. tr C-pulation 9111 Jaspsirscin Lyndon F. Fkem,elt. P. E Ryan J. King, PI.E. CW015:k:2'C{'y1 12QV2020 04751212021 101311 A0orci Category; Exteilor Doors IsDoi 843.762B PE-34M (813) 767.il SubCabagorf. Sming'llig EAsti., Drtr Asseretil klasit.irsern@thernetru to Compliancemeneod Balualson Report from a Flanda Registered Architect or a Liceti Florida Professional Engineer FL#20468-R5 Products Qu still Assurance Approved for Use Apgroved for Use Im Di Sep # PTu5L_110 Number or Name Product Descarrum Contract Expiration Date in HM.Z Outside HVHZ Resistant Pressure I a 1213112022 No Y_ yes NIA Composite Edge Fiberglass Ssng Car X -nigiLtatiord 2 b Thermo -T,uFiberCla and Sin-otr-Star Nori 6892,98 Opaque "Irt Yes I(aa NIA Ccelpri Edge FitargW1. Bangle Door meth delne(s) onswirgicrutl xii OX or 0X0 oenfiquiratri 3 c Tharmi Froer-Classic and Srinecti-i-Stair r.jori 63030;8 opaque 1=11=22 No Yes yes. NO Composite Edge Fiberglass 0"be Door VAN or w9i birdri On-rq1Q.1-irg, XX or 0i coringuniluored 4 dl 1 hornra•l nu Filoop-Qrsasic and SnFiorror-Mar Nurrunal U4300 squrAinnaraotartucil, "Ilpaque 1 2rlii 0210 22 111, Yes Yus ft!-. CompoWle, Edge Fiberglass 5lingle Door (ir'Iswing 'Outewrig; X corifig.ri 5 a Thernri lrFibeir-Classlo, and Nonneral M43" Opaque 12MV2022 Na Y05 Yea NO Composite, Edge Fiberglass Single Dow nth ,S,ceInu(,) ginsWngliCturnwing: Xl), OX or 0X0 configurations) 6 I. Tntinni F!osr-CIasarr., S=,RInSlar Nominal &,l opaque IZ31M22 No Yes Yes NIA Composite Edge ItlearglaM 00i Door With or without Sidelites, ;trsvrnmieD r=i XX or OMC conlig.rawns) 7 g Therinna-Tru Faater-Classic and 8nnooth-Star Nominal 6&M,8 &auot 'Ma"-_u�L 12ni n11122 14. Yes Yet per. Composite Edge Fbetrpit SkI "cor (I ins-irrUeDut-rittii K -refig-fil li Thonni Fiber-Claiintr and Satootfl---ar Nominal Ili 8 ft't I T_-.'t&qUm' Gli 12131t2022 No Yes yet hi Comi Edge Feergli Single Door with Sic.lil NO, OX 0, DXC) configumtktns) 9 I. Therma-Tiro Filber-'Classic and SroaoffiLStar Nominal III &clactImpac.t&rquot Glazed 12J31 f2022 No Yes NIA Composite Edge FIbmi-Intes Del LM Door With a, without Spdoli(C5 reonfiguratron ') 10 J, 7he rna 7111u Filber-Clai and Smoth-Slar Nominal 881l 4quotilrystact&I ':'-,Iued 12.1310022 110 Iiee' Yes WA Composite Edge FoargliIi Sal Door (,,zilrig,oubi X configuration) 11 K Theeria.-7ru Fibef-Cdwtsnrwxi Srntwsr-Slit Nominal II&I &aurot,inatoc4quot; Glazed 92I31 2022 No Yes Yes WA CrtirrIposite Edge Fiberglass Slinglie Door with (inewinoiOuNN-wit, X0, 0Xor OXO 12 I Thoni Fiber_Ct-ssic are Sir4oth-6SUT Nominal ntegki &qoori npac1;equo1: Grazed 1nl)2022 No Yes Y" WA Composts Edge Foargliales Cic-laDoor with or ,mbrout Slidelites (I nriatingn"odiri X)( or OXYO coarifig-loorr.) 13 1 Th.-Ii Fiberr= �..d Sra� ff,-Slalr Nominal 6&#3%8 &4ocLlrdp%&eI Grazed Molded 12)31/2022 Na yes Yes NJA open C"mo-ste Edge F-Itemlass, Si n9k, Door (I irsaIR910-t-Ang, x uonfi.-hron' 14 n Ther�a-T. Fear CL-ri, and 6ruciart-Sal Nominal Glazed Molded 12.)3112()22 No Yes Yes NVA Open Composite Eage Flearglass Single Door with Glazed Molded Open Sidailuir(s) [InswrigiCum.-ing, XCL OX or OX0 conftwatJons) 15 c Theron i Fiaer-Classier) Snel STar Nominal 6&#3ell &qwt I cipect&quol, Glazed Molded 12a I r022 14. Yes yes WA open Composite Edge Fiberglas Double Door with of allhout Glazed Molded low sidielites rMIAgtsorOXO guati-(-iX.Pori) 191 9 7 rerri Fiber-Clossic 1 14onrinuill 69#39 8 &quen lirip-t&rquot, opaque 1211,12022 No 'los Yes NJA Con11.osle Edge ltb.olni Sangle Door watt Mcb.d Open S4elitalsI orrstIngrOuttuirri Xi OX or 0XQ cOnfligural 17 q Therints-Tiu Fro.r-(d.sw aird Smocel,-Sur Nominal 6g#39,8'squot IrripactSquot, Opaque 1213If2022 Ti Yes Yes NJA Composite Up, PiIcargiess Drdu be Door vft or without Glazed Molded Open Sel"Itres (I nswngfOutsi XX or 0)-_0 torring urations) Florida Department of Business & Professional Regulation Buildirtig Codes and Standards Product Approval Application Detail H_ I ofl 151 090 Di N.'re pare Il Veto- M-11itarbine ress". Suhnl Fil Are- lill 'X120 h91IIIA-1-a and C.- Want Sillill Luis 51 Loinat Sl-.,, I Until-, PE I Q10 W10 V lien 9,702(1 12"1", 20 APri Category EMed , Doo. 171 ?1 365=3300 PE-625'14 711 317.8454 g CMI Doo, btMirr9ang.,�d-ton, C,mpI ral Wri Eatuarron Report "Int a norlds, Regilsti Arreftecl or a Literried FIci pof-I-I En aes F1.015332-III6 Pirrai Quelfti AmEarlc, Alijaul2eauilIlse Aviaratrad for ti Inri Ditalm 2tg-q 14odx1 Moral. Number or Namur Pr" Dirlsorlodon mak= Outside HVi Riltoi ?ream 1 SERIES 420 AL U1,11111-1 ?A _-GD SERIES 4210 ALUMINUM SGD GXO 12131QD24 N. Yes No WA 145-a?4&qtA808aLo1 NOR -REINFORCED 2 6ERIES420ALUMINUMSGID SERIES 420 ALUMINUM Si GXL XG )0( 1MV2024 N. ye' No WA W&NoOe011 NON, RSHKIRDED Ot!1�1�04 1J1�4 N. I'- No rNA 145-3141%quo':d8i SERIFS 420 At UMINU14 SDD REINFORCED SERIES ED DIX, i V3i*.o24 )':a Na Pl'A XC XX 96&'l-ot-a6&ql 3 $ERIF$421)AL�lklIP4UfI$GDRFINFORCELI SERIES 420ALUMINUMSSIDRENFORGED XXX 12/21*024 r1q, N. rVA 143kiuotrial May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida, Statute 553.842 and Florida Administrative Code 9B-72. , please provide 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 knorl the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 7 B. SLIDING MI Windows and Doors Series 4201, FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A]194 F Ll 5504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,7071727,747,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 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +55.01-551.0 psf 2/16/2024 C. FIXED M1 Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D_ MULLION M1 Windows and Doors Series 5764 FL1 5353.2 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 N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272A - FL15272-2 +75.0/-75.0 psf -12/3112023 12/3112023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES 1 3 T'ab, Dimensional FL10124A 111 12116/2022 B. UNDERLAYMENTS Tamko 151b Felt Underpayment FL1232_8 111 6/29/20213 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1 6918.1 - FL16918A N/A 9119/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL15076-2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie -see chart ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 B. TRUSS PLATES III 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NGA 20-0630.15 N/A 9/11/2-023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood I Ventilation Vent FI_5822.5 +100/-100 psf 112/31/2023 T_ 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 infbrmation must be available to the inspector on the jobs ite; 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. APPLICANT SIGNATURE OCT 2 8 2022 DATE Virtual Review Assist, Inc, Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Xlahr PX2300 F onda Department of Business & Pnolessonal Regrlflatiham Bulding Codes ard Aandi Product Approval Application Detail a a.. pirldfrn; kvp i lii IJ4 II T", UL L,C n! l 1 13 164 4 17-08011 s M I Yr 'Y t ri 11 :kx, o 1_0,w U- Approved Tut Ll,e in't-k Dit,lq, Na ll Pr.dui,t lculp:on cixmau E.otratlar oat. 1. H"Hj R-Varr ll'tj q:i IPA rloridn Deprartnort of usiri -rWrand l 3tl dlqg rocc em -`iWnotirdrr PiInduct Approval Application Detail E tit, cm. D'i, a"re 'lxm:kuq Data P"a'u".3 u.ur yo!dl ai '-d FBC&P,ru,ai Aiwiptry,0 ;aa._ IT� 7 y L ,.y Ili A,ie Apo,- lo Ls- L 10 1)!"' 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" 2A2 RM'. ner. pl,�derd �'. FE JL ,771 �_J U PLIAO.-. V i-11 r- ML L �Iuridd Doprail of Nsil S Profoil 9tgulation litw I e EkIlIdIng Codes and ..TCIIC` rd5 Product Approval Appimal Der it Ent Dare Dale 0_1e Fe""'wit 91ft C-la-1 E11.11111-o & Ul-l-e. 'IMW,1e0 EW 'Aldrt"' S`rbllued FBC1 Am,il stuG _ Zq' .; ri 4� P J.olpt eApi_I 1, r L6o U to,free mk Cr. rlt Error_ Imo Dale Ir H:,ildz 7n,rd. HV"? R.'I'larill I'e ...... III ,Iurj Aj ]Jr. Fl- nciz, Cc=I:Lirtmert cf Bi*ines5 & rrness"! Reaulati in Blu:,dirg P1 ULI App,[ ElKr t�L_li E_`* fb'L": 1c�tcl PAL Einji,r,,, I Lkw,,r VdkUtldl B S'i FBI J Il I: I ',I i I F F 12 4'Ai Aptr,o rause ..Pact D'ItWu 1�1 cAl. ,rA �Zl .Nld i'; ' V. nonda Department of & Prtfewonal Regi0ation Building Cock„ and Ztandards, Product Approval Application Detail F.;ir 1 2 I E112".. li D-1 e N.sa D11 I varairegrd aii; Y-1109I 'lea Fa -A aaamro_d steal 'Ji I Q V, 2,2 1 1 �el 5i:r?r 33-111 %WAIty_,t"q" APPI onmllrI1 Ael-1-121-11-0-li. 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Florida r7o.-tortmart ad Bix-lnat-,, Prnfos�6nal Regulation I I F,orda Ef�l-at-vrcn, of 5,nadnes", & Plcf,ls,,[onM 1:1r l > Building Codes and Standards Maroon Budding Codes and Standards BuldingCodes and Standards building Cciles and 4`,tardards malt C- =3 Product Approval Application Detail Product Approval Application Detail Paroduct Approval Application Detail Produrt Approval Application Detal$ 0 0 2 Lkmff-&&a CU O C TV- V-. 1 fi�AkdLd D - t , u V9-d A -X-gM tei-d- l, z �, a) WN) BY V. & ESQpel-U A "IM*o% st�- 2LE Ama d YialaI R. alevei, it'u 2 fitsgad AMLYv aROW11541 Inoul lw a, R-a- [ 0-dNmuis t C Rooraieft ealor k T, P r PE YWNtla SUIL1.1sl Fs.- "l 1po i -1-Irr A a ?R'Naim 11 TAMKO Sul id Nag P-Julle L I C K-1 F.aren Rebart WerulgeN Jwr-W,Ka�,wh PE 110ft*'Wor, obast2ol) TOrl2tsIN, Arrw�-d Rlaahij- D123 M.W. C.Iup-N TAM-20) Ttroyc�h6fituan Za,:hary F-it rh LhIch. 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Rumba or No Nadtid UME"Sga 11-aaSw FWM= plate R-F-d.,syet.,I� IN, a-u, F13C HVHZ N. lr,�A.A NIA "me FT0049.k WOW. NMM12% W NIR a-1hamLamll platarktqt omdlafi r9rarallo gKPITWURR katt A2ptoytad lat USO ANNial in ffLYH1. feF oat 2g, rAte. RYB9 imumt RIAEW P,�@�elaom Lai ii ulaak!a.�, a. I I lz�l l9 N .13141 fl, � P a I e I aVL V KZ !LsAjg ppjwlnt�u claattd�t Ll=&llWa 2& ('-a,Ntd C,, h-izd 11-:N rai.ira J iri HVHZ 2WIL� dia; il=- 2� I el 'fee - r-- ff It 10 > 2 TAWD Rare --d�lluyrn-h, IPtL)N-HVHZ) pmrlstllcNdts,I., ta-rItd�ft-nnaifax u�-. FSCn.-HVIU lae'29M21 N. Y.a NA NVA i 2 �AWCO FW -Np Ofu RiJtp Vet Raff-eW T-ge 7ANK0 G�isd, 26g.- lalk ut€h N&AINN 13513W2M 113 AIDFH26 Y4, rip ra, raIjA NIA WA ,W-52 oLt,eloo,, PauIuVHVH2 nlra by Bran* ll o-de -1-ae n- 2-tyt-G-iz- iou-,,F�inecj N. "aa akN; 2rw2A a -0 E 0 lNaufth- 3 4 vlut -AW- i-MP--,:tge R-t I-T 1I F.�- -AMC�7 R t 7w Off-Ir -ktg,,rk-f iLn Be-ft T.:e all, ul-kad-r. GRIUDV0,20 2� - -lk -A -fio�. *- b-Ift ll[l� oll-6 Na NA WA ri 11A by 1-k, 1, .0p U) W L- 0 Florida Department of Bustness & Professional Regulation l "T Flonda Dppaeraprtt of Rufinazss- Pfcyfe -%Icrail Regulatinn Florida Department of Business & Professional Regulation Building Godes and Standards Building Codes and Standards Suildiro Codes and Standards Product Approval Application Detail ProclUCt Approval Application Detail Product Approval Application Detail a219 RlL 2ad 29s Q.Pgke E-fttn-er Vgv� Data Rom PiNstioll V RU Yet slia M2psaolegao 0-mitam ft 14mlff-d Mew -SIQUIS DW M20 Maug-1-mEm gagin QRmy.11 I l'osrus oalo±-9W& Y�l Widul ",Ifi�fj Fec'. soy-t ARM- Soule MKI P%T�k 6, Erlr.Ara- CC E,aI.NJi- r0C Elds-lb. rua-f.. Doll VN,21 IWIN?021 Appl- P.- N.12,d, cc F4NIN�Q- L, E 1 Pa,,;�rlr �o,20 ClIpaly Studdi-Ig Pro,1N4:tr N,�5ta!Nzol -F 4 1 suWallsalo: rrute, ;,late. loarwkwere Yerhod: E,Ntuidou Report tratua --f ded Naub L1, ewalderininii (2t,4) 59satsao cut.-q�y: aftad".1 -P-.Nl, SalICaliagMI: Entmin mllum. bar correpilo"Co mmhod2 EvaluwnIuN Repoft foul a I2�`t; 5�4,64,$ CrI Ev Dc- alJhCat190FY-- SO-libMINI WiQ( ComVIonNe'Who d ��- fMrC, 5,3) - 0 Rodue. Eelatarn,l ENt4V Flor iH. lallljr,Wd A,11k-t L--J NIuAd. FW1 Vfffl Emlald* FL#15504-R? PFONJUClai ohm! -KA -A-IoNAIML. AITL sal -al Uni 3 (10�1 A5- l It P10-21`1 E,,L�6'64A, 94, 13110 996, rb Sb..Hlaq 25 DN, 160 1 oa�,�01'38 E, n Y- r. 112CLO FrudNNI fiaNdat KNtrubur rNr Nial lourtlam, 0-IR6 C�W-t EWO.0- cute in KvW C iss: .-sAaal. ji foursWo P-NIN. isoff luA-E ve,'L Ng'", FI ou-ittu.. il� H1,dz -taldr, KVFlz R.Mv..Nd Z�-1-1- n' Ise, �12 CoT 4F, 4RsF, oRST. aR,5F, 7R5T, 4a, wda� 74 W&AHS 18 ON, NO strength truss ex Rer= plate 12j31r2%2 Y- Ir" NIA Wrl I LVI- I-Mlllhaltad V-,tet Lumbar 32,13 r112 NA NVA. CIDWV, �R5S 1`,, V AQ-. Nt1FSHS 18 9.qNN- him sbrlglh t... -N-A.T Plat. Iml1022 Y- Y- NIA N111% 2 nwellam RK Parallel SINind Lumber OY3t,1023 UA 4 mil 16 UTIMS 16 ala. It- otmnector pP4t* 121?ri: l'q2:2 lega Ih,pl2at-gkh'cuss -,.Nu,a pl- 17AS 17rD.F2 Yea Year as NIA INA rail 3 4 T--b.r8k.Nd L SL TJ R,rN B-d Lem i-tald Strand L-NuNr 02,12trd023 stuealml ��,mnaso* Lumber OrIcutea Gkrdid "M 11, 12K, T)3 luA k11AL 5 OAT201-18 20 9a high atlar,Rlh t.51 No, lqjl� 5 ur,o, N-ae, FU. B-0 board Fa- Board Stmad F-rd Rom Dr-1 01 jr, 6 TLfar MT',' 18 qaL uUIoNo11.:t" Frahlat 12/31 r1lo2 Ye, 111,0l, tall, F TL120. UT20 I'D ga III'- -Neat. p6bn 1113, r2122 YNN a el be NIYA LU W L. (D DrT 2 8 any E Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (D M C- > U) O `� 0- 0- 0L 0 UOL - U) M cn O LU 2E SHEET NO. May 27, 2022 P/ \ 1A O cn Ca N > C U O i • r� � Simpson Stroh Tie 2020 FBC Approved Products P g� pP n.�nr-., -:. Dpdate,df�, _,�,.-� � Sint sari Stran Tie 2020 Ft3C A raved IProducts P g- PP' 1. 1.� ,-,,, Lpd�iE�-��-�-� - irr� s+�n Stran Tip 2020 FBI A raved Products P J- PP Updated 22 ,'t p d �-r, - 5. -. - , . ' ° Simpson Strong -Tie T� �0 F� Approved Pra�� P - pP �.,,9...te 1 r.-J:gyp =::; F ^�r,� � W O O L ! ". r _. g - R-:_ s,r r��. _. .. - _K HERE. Ilsk>?•d .:. . h * ..1 _ ' ",'sI1 J "s in 1 W ,. _ i k SST , _R Fax direct inks to milli SST approvmlls Ilsted deVans, l I V k HERE. a ,,......_ ��.....-.- :.,..._ F links u^:. C - For ,�r�. Irnk,, to all SST approvals IISJ:ed pelcna+, �'i-t . -tr ,,. "w;tJ; , 141 mr r S 6�� - . , For direct links to a41 SST mppsc�ey9s r r a ,. .L� .. _ ..,, elms• ..'. For adit�,-I rnf�xmafian rE ardor Flca,dm StarEwrde pn . ., - -.. : � 1 �.- County g g s oduct Approvs�� _ystEm and t4�em1 Dade .,oulnll/ ¢ � _ hJOIICE cfA„cpptsr�E Pf1: ,As_ _�.c,m, i[uSE. __ -r' _r r.,�.. t � � , - £ r. I - � �,.dlt�na.lnf�maden regarding londas:7tatrws.�e cx1�#A�.y.o pt.a"'y51��,rn rand Mlam Dade (.r_wn r'..c6 , ... .. hJ I.. ed a are.. nr.u.. r .-... r,_N.. m t -r. -.,4 p . #....-. [N }AP,. IwS3J..,,. i_M.,.4� ", � r , ; r .t. k a Product v. � :'tart ..., rE. t ,n - , rx n��dfkpc rim! Information regarding Florida s . a-sn-tte - cdy _. rc 1,1 a �sPam and fullarnl CJadm _ nu..r g d AJ+'"f� �I J f ,.,L,.. P_c'tlue er. Acca .tone.' NC�A 1+ p ( } „1.i,..,...._s�. _ � .., , _ _._ .-.,.... ., �,. _, � .,. ,. ,,.: , .. ._ .. ".r ,:s.. } I � 1,.. �I,t;.,1I ,f... r.. ,.., r 1... .1...1 �,, I. f .. +. ,.1 �.1 xi1.. - _..:r: I. 1 .....-.k,. .., I- � .v-le.I. �... .r I _ .. I I ,,..... { r. � 1., r.�, , , 6., -.,.. V �./ •�' _ U FL#2355 R3 FLtF9ik448-R6 FU914456-R5w u r; ulI' ": F nnthaug-r t1 ror11 3 V c �U) hir3.r r i1 n mlod rlar.ge +I, rn 70 5e # q # Product Model Number or Name P ProductDescl Description Sea # EMduct Model, Number --or Name. Product I7e5crapiccyn $W # Produot Model. Number or_Name - Product Description tr1 .^ i-a t ..rill. c . ; _.I�.< it e,,,;1 "I tr .:r O 1 T'rken Stainless Steel Concrete 8 Masonry Screw (il`t�t-SSJ 114" diameter Titan stainless steel masonry screw [ �' A23, A33, A34, A35, A44 Angles 1 BT, BTB BTH r�r-1 T�s CI .F rl r I , L_ L APA21, APA4, APA6, APVA2'I, APVA4, APVA6 Outdoor Accents,Angiles _ CMST12, CMST14, CMSTCI6 Lulled Straps iv, _.n;.er=_. F ce milt hn -.rs = - -rg ;r.:,,T 1 -"t � _`:- 0 0-0 3 APS44, APD44R, APVBW, APS66R, APB. APBMP, APBs010, APB101OR. APVB44, [Outdoor Accents Post Bases 3 CS 14, CS16, CS18, CS203 CS22 Ccr--d Straps nJ I of 1 t -• r __ - _ , _ O ILL _ FL#9589-R6 APV644R, APV666, APVB66R, APVB88, APV688R APVB1010, APVB101DR 4 CSHP18, CSHP20 C led Straps:,Irn* ha sr, (U O -1-- 4 APU T ', AP DJ-12R-4, APDJT2-6, APOJT2R-6, APIEGJT24, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck foot Ties - CTS218 Ccmpression(Tension Strap if I I I F c -Lint h3 (Z O &eo # r induct Model. Number or Name Product Descnotfen APVCJT2R-6 G DSP, SSP, TSP Send an Pri t=c = �' ..,. � O I SDJ Q112DSB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Acr::ents Heavy Hanger 1 - _ _ H1,. H10A., H?,SA, H3, H6, H7Z, H10, H` H..-='2° H16-2S Hurrie:aneTies -Ira -� a -err:. F cr- =: „aunt ha t er ,I -:�: .. - :: n_� •ion: 1 2;1 a" L� 4 � L 2 SD9112, SD9212, SD10112, SD10212 Strong -Chive KID Connector Screw 6 APL4, APL6, AP'T4, ARTS, APVL4, APVLG, APVT4. APVT6 Outdoor Agents L and T Bea m-io-Co lumn Ties 3 Hs T 2, I HGT-4 vy Girder Tiedown 'a -,;5' andhel,hls °a+'c n ,_ _ _ :L ` io' (n Q L� 3 .2.:._. 50811 rSa, SDru 12SS .. Strong -Dive SD Connector SS Screw 7 .: ,.g o o ^z .. s ,� ,.. , ,PLH' APLH24R, APLH26, API.H25R APLH21R APLH2'0R _ _ - r;,. -. r,, .. 1-__- _r ,_cents Liq ,,c Hanglers ,�.-.. ,. H,52r Hurricane TI_ ",- l!i1 p',. ,: 5,qr; r :. �Ist- , I.>.5;: .[]. .I ., r SD1,�, 1 ,I I. 'IrP.�.1= F..r.,r ,�nurl h.a '.c='r.v. , (� +i f^ 4 + ,.F n "a +. .f.-s-_. . 7n .7 S -.-. 1 ",aDCE��4.a4, ,_Dr F__o12° Si3CF�.:814, SDGF22700, 5DCF22858; SDGP221014, -v r Strong -Drive SDGP Tfrr,l°r-CF Berlin 8 F34"l,Z ,.� Brick VeneerL®_d - 9tlr Connector 0 1v c. 3 C 4.S 2 - -2-3- -1 - r ,`-.:. HS.a2-SDS1...r, H,,,�2-,.-BOSS„ H_�� -� -L �-, Fd-�.�4 �733 Heavy Heavy Stue1 Shpe .. �..: I:� ,1 . .en < a .. _ n,. ;.�. ..tail f .r , r:�:r7l.11 It ht ,radii .3r al ..�.e :n rrl .., ,:., ,,,rlg'ror�, I �+ 9 it to SDCF221134, SDCF221334, 'S,DCF271958, SDCF272358 9 CB'T22" CBT4Z r`onc aled parr Ties 11 HST', HST3, HS'75, HST6 Straight StreIP; •�," aril h Lib ..-.,'a; r,I - '. ., ,n"i .,, ,,,. ,yrr 2t S .,,,26 n,,, ..- -, Y SDGIP__43d,SDk..FT.�'�.a`E<,aPJC-.P__b"14,SOTCIF,.«.700,SFJCP22&553,'SClCP22g�12', Strong-Darrvva.S[.7(:IP'"rlu'nher-L,P'Scr®�w� - .-_--stet 110 C,JTL7,C.JT4Z C.J1"s.Z,C,ITP�Z C..,n,_��IeoJoistTies. =r, ,3->S. 6 ¢�7,u . ,28 HTS30C Heavy ,_ Hr�1c.,HTS'20,HT..,._4,HT:5....."HT"a30,.. 's3-.. H.,ayTrnnstSfo'ag7 tLl h.-,?{.:I ^'rti F, e v :rind lrl bird •a,r,';, - , ,r. 6 SDCP221100, SQCP 211.TQ, SRCP2714'D0 SDHR27400, SDHR27614„ SOHR'31400„ SDHR31614 Strong -Drive SDHR Combo -Head Screw 11 12 DJT14 DS Deck Joist Tie Dry is ail Stop 13 '4 HTSQIBKTZ, HTSQ,201<1177 LFTA Heavy TeristStmap Light Fluor Tie Anchor ,C1 R ::"sIIL ;_:RC, I -- _, :'ridr ,. _ r er; e+a,srd'fsce r*Icturtt dun .ra ar''" at -le .,; w,l tr_ ran. irig from 1 - s 1 k' to :3 r3 r arrd h la its anging o S1i 3,to l l " 1.1, 7 SDS25112, SDS25134" SDS25200, SOS25212, SO825300, SDS25312, SDS25412, Strong -Drive SI Heavy -Duty Connector Screw 13 F:4, FC6 Framing Clips is LSTA9, LSTA12, LSTA15, LSTA:18, LSTA21,. LSTA24, L-STASO, LSTA36 Straight Straps crcea.lcol lai;ge ,+ers cn lSiJR SUL,_::; a, adaire for all double SDS25500, RDS256001 SDS25800 14 H"WAP+tZ_ Foundation Walt Angles 118 LSTl49, LSTI73 Straight Straps L and 4X models, on,, same fl -rrg s cord ealed- 8 SDS251125 , S05252DOSS5 SDS25212SS, SDS2530OSS, SD525312SS Strong Dare SDS Heavy Duly Connector SS Screw 15 GAI ° - -A=` Gusset Angles 17 LTB20, LTB40 Bringing ? T,s F- ce-r-,ount hangers , al :,,',a iri lc I - _ - o-n fro T, 1 90 ti" to 9 SDWIF2710, S'DWF2720, SDINF2724, SDWF2726, SDvVi Strong Dri e SOWF Filler -to -Floor Screw 16 H2" H'-- T, H8, HiOA-2, HI OS, H14, HGA10 Hurricane ies 18 LTS12, LTS16. LTS18, LT520 Light Twist Strap F and he.+gh+.s rangir r f teal 2-; _ o 1- ,'#" .= 18 HCJTZ HH45 HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST371 MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. 15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 straight Straps 1 g65-7-P,- 20 LSD, LS;, L70, 1190 Angles - MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product model, Numiggr rar Name Produa. cjtyllon 21 LCE4 Pow Caa s` MsTC4 B3, MSTC6663 pre -Bent Straps m prodatcf Mosel. Number or FtCtme Product Description 1 ATR3/8, ATR1C2, ATR518, ATR314 Threaded Rods 22 LS3Q LSD, LS70, LS90 Sive -bF Angles 24 11 111 MSTI48, MSTI60, ; AST72 Straight Straps -, �N :e. . tie Top dur, dir, In °inters ar= I * m a s la,, rv_;, f'wn 1.9f? 1 n," to T. 2 3 ATUD5, ATUCk'i-2, ATUD9, ATUDO.2, ATUDI ATUD14, ATUD14a2 r ry y BP3182.BP1/2 BP1.le.3 BP5/82 BP,a+B,, BP'i!4 BP3143 BPRTUQ34 „ Aluminum Take -Up Device Bean Plates rig �t s 3 ^, E4 LSCZ . , SS .y rya', L �.�_,� LaSJ26RZ LSSJ28LZ LSSJ,WBRZ LSs,1210LZ L..SJ.10RZ , Adjustable Stair Stringer Connector - - _ - Field - - r�IdAdustableJackHan Hanger j g 25 =,y.' d3 MITS12. MTS161 f4TS15, MT520: kT524r RI H -D: Nrr$3PC 2 , e r,GA._r10's2.N(.,A,�x1i1�,NCA�81-,.stA�1�7r twGA,2x12i6 � viledium TvAst Strap Bridging arrd.-Iri h h, y,.. t" and I,eights rrr:n; n-I .rcl: - 7 I._ 30' T7.. I, ,q ,a rJrrr:=,a , I._.-;.r� a - r,;r.yl,nnl,; 1u:,;- 4 GNW3/8, CNW112, CNVV518, CNKIN N4, GNVV5I8-11C2, CNINSM-516 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LS'SR21 U 2, LS 410 Field Adjustable SlopeablelSk'ehable Hanger >7 RC)AS12', RCWS14 Wall Bracing riot crrld heights rangng . ,, F t tc- 24' 5 CTUDS . CTLD65, GTW IDRI3, G'TUCTUD76, CTUD77. CTUD b7, vTUD88, CTUD97 Coupling Take -Us - 26 LTP4 LTPS T.Plates lates _p RPS18, RPS22, RPS21 Repair Plate Str'aii, ;e,e 1 o,- aind}r ri h JT'3 ;a' florin 1, 1. y CTUDW, CTiUD99 27 ML2 , ML24Z, 1`I ML28Z„ ML21OZ Ands 29 RSP4 Stud to Plate Conmvectcr and rcights 1,ani�irU °-_ 7 I 4° 6 N3, N4, N5„ N6 Heavy Hex Nuts 26 MMH8 Roof Tie-Dcrr°nn 3+0 SPI, SP2, SP4, SP6, SP8 Stud Plate Tie -= D -'l-F s. Ile '...a i_ f 1 v,:g a ;.gets i _,Ian e I,, „ rucilea _ 7 RTUD3, RTUD`a'B, RTUD4, RTUD46, RTUD5, RTUD6, RTUD7, RTUD6 Ratchetcng Take -Up Device 2:1 MMHC Hinged Rf_f Connector 31 SPH4, SPH6, SPH8 heavy Stud Plate Tie b anti helahr, tear ^ n 1 r,- sU 1r tc 24'. 8 e TUD.., TUD1L _I Take -Up Device 30 1 I " r^ -a > _ne _1 MMLL_G, MMTv�6 _, MMLU28, MMLU26,_: h77 LU-,v, MMLUI_11. MMLU139, MMLUi311 Face -Mount Mount Hangers m � 9 32 S :.5_ SS2.5 SS3 SS4.5 Stud Shoe _ L'::_ , e ter` 1 r: 1 a;: *Irr e ce:s. a , Ia, e in a s _-n i f }, c, 5.-1 1 tc 9 TUW38 Take -Up Washer 31 RBC. RBCP Poor 2-condarr Clips = :9, ST12, ST18: ST22, ST292, S 2122, T2915, ST 215, ST621:>, ST6224, 5T6 Haight Straps earl_! height evr.- r I 1 ; , 1 _ 10 URS3 3i8" Uplit Rod Run Tiedown System 32 F,` T- Rif Tie -Down s4 TE20° T627, TB30, TB36, T642: TB48, T654, TB, T 6Cr ersion Bridging T r,J ar e:s a.. I_.., r, a _ a -. _ f , n '._ -- 11 URS4 1/2 Uplift Rod Run Ti:edown System 33 R;C"E1Z, RTC42, RTC2Z, RTC44 Rigid T,-- Connectors -5 TWB10, TWB12, TWB14 We Bracing 1" ,rid heights "ang r ,erg-- I 12 URS5 518` iUp Rod Run Tiedown System 34 STC, STCT, ;OTC, HTC4 Truss Clips W VGT. VGTR, VGTL Variable Pitch Girder Tiedowg er , dlc, h nc, _ r_ yell .. - _ 1;r ton 'r,-' 13 URS6 3/4" Upiift Rod Run T iedovrin System 35 T C o. TJC57 Truss Jack Clips 37 WB306, WB106C. WB125, WB126C, kgf614.=`--�� ,£sell Bracing- 36 Z2, Z4, Z44 Panel Stif€ener Clips I_Tt,' rc : ".rl,t;ers c�'Prrge o r,e;r .Jb _ c r f _ n 3-1 "4' -i' arld het Mist jn'' n , -. - FL#12441-R6 FLM0031-rzb lu,. ,e r.n _yr'Irvm_ ,Ll6".r. EL,#10447 R5 ' aY,d heights ;+. I11 I 1 r. Product F4odel . Nurtiber or Name, ProductDeacr ptidlt s Product 14f5de1. Number. or Name producvi!»n9mintign _Inr= dell. hinc s r, ,r ,tall, . F r ,,c ig r_ ,;- I 'i t , "'r' 11 DTT2 Hoid-conerr 2# Fred uct Me del, Number or Name Product Description F3H2.37xa 5„ CSI Cir3, C13112,371,:9 75 .`Clvn,cealed hor gera r 2 HD'G°1014" HE:19.r22 Hold c€ovkm W A,HEP Acijus#at71e Hip-Errd Connector 2 Dtl.l, DHU, DHUTF series hangers `ace -mount tDIJ, DHLIj and trtap-flange i,D _IT ;€ hangers 11 ,L 7 ;;_I {I Inta_rs �. :n �-' r Tom 3 I It ,1,. Tv:. I..d;,pr r r,r. ; u a ."I v '- _ .;, f _ n . 4 .. _ ' 3 4 HC2D8 HH0011, HHDQ14 HDU2, HiI HOU5_ HDU6° HOU11, HDU14 Hold-dcwys Hold-down 2 3 [C3Q2R SD,53, DSC2L-SOS3, QS05R-SDS3, CSC5L-SDS3 aBC: Drag Strut' Connectors Cable Stare Corineclar available in Widths ranging from 11-gd16'"to 3A-`W6" and heig It': Winging trr-n's 9-1f8"° to 2:8.1'5J16" 1'1 - :LT'a ,r n orr. ." and height_ .,,qf n,l rion r' 1 s' T,. I:r,.-t ,.,r, , t a✓�irr 1 - =v _ r run 1 r7 li, 7 5 HPA28, HPA3 „s Strap -style p oilier anchor 4 HC:P1.81, HCP2, HCP4 Hip _C-Frier Pul :� HGU3.63-SDS, HGU5.25-SDS, HGU5-5G =1'LS. HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 6 LSTHD8, LSTHDSRJ ShapPii yIs hull-ddvri 5 HHRC2.2, HHRC42, HHRC42.2, HHRC411.81, HHRC44, HHRC5.2513-25, HHRC5.3713-12. Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 1:=: i =A>n, n„'_ v Tor, 1>.^age h . e=s a g I._ bib in Jt. „ Engrg From 2-5i16 lo 7 MASA, MASAP Foundation anchor strap AHRr :88 4 HCUS .oriec hanger. _.w uat hang... ; 4.1ale 'n "idlin, na-rig f-cm - Sr,' -- 1 -:' oriel I r)I:.�, 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 31,8" and heights ranging from 5-5116" to r' 7f'' i •i I cro'IG ge ;psi hongr , a al`adlc , , .;Fs a na rem � 1ic" to 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGL15.25-SIDS: HHGU5.50SDS, HHGU5.62-SDS, rtHGU7.00-SDS, HHGU7 25-SIDS, Face=mount hangers a d r'I,'ts ranqirg- -r o I1 's' 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU28, LSSU28, LSSU210 Light Stoperabte/Skewabte U Hanger HHGL19.00-SDS _ :_:T' I I: 1. - � se ies Tera<,•*qe.. a.- ; _.e I_"..:..- r, -g ng 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Rearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 2" and het ht. 12 S7HD14„ STHD14RJ Strap -style hold-down 10 TC24C` o° TC28 T u=cs nim HHUS725110 r n H, a:a I it ,e f_"":_al r ncd. „E 1 . idt;- eclat 'it, cr 11 THA 9" T-;A213... THA218, THA.218-2 THA22'_'- THA-;13. THA.418, THAC418, THA422, Adjustable Truss Hanger HSUR, HSUL HSURC. HSULC series?--:.re_s Skewed face-rnaaunt hangers available in v:ndths ranging fro- _. gr. avert rY „n , ;;r I6 THAC422,THA426,THA42 2,THA426-2 118"to,3-1I8"and flleghtsranging from 4 4"t 15-3/4". T'r:e e l„e:. T ,tl.r-tilt ,.az:'"n. a .CrL :r,, cr,rornl'-d 1Y r;? P:2 THAII R11,22, THAl2 06122, THAl2.1C22, THA1221-, THAIU22, THA13522, THA€422 Ac u_Lable Truss, Hanger Sized for I -Joists Concealed f[ar°u,ge "lemsion (HSI HSUL ) available for I: I Q ,Ind heights , a1-i, r a r . - 3 0 _ tc 7, n'. 1. THAL422. THAR422 Skewed Truss. Helmer double 2X and 4:X Inndrr:des; orly iiPfcaffangc ^s concealed. I, JI' f_"rel r 1 ,, 1 o llanyre in pAdIry s I a.:. -; # orn S01 . lti "114 THJR26, LTHJA"d6r•_ , LTHMA Multiple Truss Hangers 8HTU26, HTU28, HTU2110... , HTU6i 2, HTIJ28.2, HTU210-2 Face>mouret hangers „2" anirl heights tvr, y n I Tionn 3,'"Vic _- ". i.. 15 ,,r �,.. ., r: - THJM2-4-SDS3, 1 i d1M 5-SDS3, 7HJU26, THJU 6-W k' - :� f ru,.l .r Truss, Hangers 9 ° H 4U, HUG series hangers, -. �,.: ,. ., rJ, .E 1 I, 'tl,-, Face mount hangers aru arlable In s,ldthe ranging from 9.1 _ _. ,; .,.,.:.c[ie 1 'rate t _ h, n,Jcrs Top lane ;a,(er5,1..div-�' in,. r 7 III TSSR2-24 Irk uccar-Restraint IQ" and heights ranging from ,v 7l6" m Concealed '.•ri j 7:" )n:] hel,htr r*. tpwa rr'_:- ` , _- 17 V A2„ VPA25, VPA3„ VPR35, 'WrPA4 V.6able, Pitch C'artnec0'ror5 version (RiUGJ avaiNal7ie for alfl models having wdth celual U'_ .:,r J rri_ sa'r:,c' To,.:la^ge hanger, at zifabcn r, dtr of 1-51:6" and hergrts 18 VTCR Valley TrussCLIPgreater than 2-9116°'. rangrngfrom-3i8'ta H =C01.8119-SDS, HUCQ1.81111-SDS, H (_-Q2 0 2 SDS, HUCQ210.3-SDS, HUGQ310- Face -mount hangers 2171 PA'sen h ln,-.e_rs Tr,p flange hangers a,.).[_- .- :' air? heights SDS. HUCC,410-SDS, HUCQ412-SDS, Ht CO ; L- -SDS, HUCQ5.25/11-SDS, HUCQ610- Iona:ng tr m v ," c' tr 13- SOS, HUC0612-SDS Simpson Strang -Tie 2020 FBC Approved Products Updated12fYW2t720 � Simpson Strong -Tie 2020 FBC Approved Products �� v t,, yz( Simpson Strang -Tie 2020 FBC Approved Products up�ltedl2 = � Simpson Strong -Tie 2020 PPG Approved Products : .-- ' -, - - - - -- r - .gip For direct links to all S8T approvals listed below. CLICK .a.�. - - ., - ,. ..:ma ctr r Pinks to all 9ST m rentals listed 6Eloar U' -. F. ,, _.. _ ..-.. ,. '. _ cs rErmaE links to a!I SST approvals listed b -'z . ,;_R€. , ._ Florida's Statewide Product System IIad_ County Notice Acceptance a. .. rite:' . I e 1 :rd,s tc 3I _ : - _,s A�I,r:-;< _- ,.., 1 n tart r-.. .. ,�,,, . -,. .. ;. r.,u. r.--. jr_. Pr.1..:.t. ,. ro :: t.ml Not . For additional infzxtr.atlorl tepas"dasg Florida'sFioda s Statewide Product Approval System and 'iatiami-Dade County Notice of Acceptance (ND'Aj, +,..-r - R For additional Information regarding Florida's Staterarsde Product Apprwak System and Miami -Dade County Nonce gf Acceptance 1, f�P�O.Ry, Fw addltronal Infgrmaeen regarding Ailprovai and ramr e of fhlOAy, xa1,P��.»��. ...,., _, _,- _tcCo .._ _ .so- �]I4,Ia I:. .,�.._ coal.[ .. __i.0 :, _.I ,. -_ . l tf .,;.. ., ... ,an ... 21 LB series hangers Top flange hangers available in width of 1-9/16"' and heights FL#11468-R5 a &'LB'w 1 56, SiLlil3l, SJI06, S11 ,2 37 SILEV2.56, S�BV2,dial, SkBV3 12, rp Fonge Joist Hangers a T ."._' site n ,c.1 °inr ; r"•:re#e to-38'tg 15 18° /BV4 5Ef.5i53J/4r1 ET3_--=' v r_ -_,,rangt`I sr. _e-a,.-,la.k;letnc.+"uoll _e- 22 L.BAZ, series hangers. Top flange Bangers available In width of-1-9/16"' and heights 'Sad Prod ulct Model Number or Name Product Description _SDTdF v e a a _ _04' a, J -,gel ra'rlging from 19-3/18" to 13-11'6". 1 HHUS21 D-;3„ HHUS2'10-4 trEt Hanger -20 StMiN760: S1MS77 2 Straps 118 mil (10 ga) I:rr HI:J I I l ", ", I I _, I iP, _ r I. H .".a, T i_ C i L . ,.. _, a, 1 rt,wn r n r .,, n. r..re arid n.r^ 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to a- 2 Hi HRS8„ HRS12 Strap Ties '1 SI, `SPfS :Stead Plate Ties a a =rhak c rt h E. `;e , d r, ctTvpas 1304 a '.' 16 7T"a.nd heights, ranging from 9" to 33-1/2" 3 HUCQ210-2-SDS, HUCQ210-3-SOS, HUC0310-SDS .-..Fit Hanger 22 SSP, D'SP, TSP Stu Pr.ateTIss izfz I'.l-.,s s,ccl ih h I.r., ,.arc_, sterol :=^n 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114"to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger STC, DTC Truss Clip Cin 718" and heights ranging from 9" to 32-1/Z' 5 THC"?2-S0.S3, THG03-SDS4.5, THGQH2-SDS', THGQH3-SDS4 5, THGOH4-SDS6 June Hangar 24 T6D22 Truss Brace Diagonal " =: HL k I ,-,..c e I HL l T- 1 „J'; i ten :' hieaded -,.,. _ ere 26 Ml'r 9,-t6re ha-cr= Top fling. hang.- rarlaQle in .^.aJtha ranging from i r1i1e`to €- 6 THCINa-3, THCLL'3-4, THC10.'4-3, THC WS-4 ,ict F-egcr 25 T,iC37 Truss Jescic'wnncctor _. - It c-= 12 -_ `-ic. r✓C(; _,Nfel I.. -i I -IL �. 1 _"li1 _r71 I, T ten ,':il : I r ..�d., cl t2 s __ _ .-r �. 7.... r._.a 11il and heights ranging from 9.1/47 to 24°'. 26 PP PFB P' _ FFDSB series hangers Topfeinge hara rl avilahie inwIdth oft-9/16" a d had.: c-_ .o�ge-,'al'.Annhar `: n -,rr (D ranging from 3=Pre to.-1.0". FL#11473-R6 FL#t39C,4= 5 27 28 RR WP series hangers Ridge rafter oonnector Tap #finger hangers available in vocths ranging from 1-9116" to 7- S # Product Model. Number or Name Product Description a Product Model, Number or Name Product Description FL#1 o23C_RB V8" and heights ranging 9-1,14" to 32". 1 DF-TAL20 Gull, Embedded Truss Anchlor .•1,,a1&82-SDSHDG, CCQM4 62-SDSHL ,-COM5.50-SDSHDG, CCTtafvt3,62-SDSr`:. v Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR HPT :-1165, H16-2, H1B-2S ird0ir Re rofitAnchor Hurrioddp Cie CCTQM4.b-,-SDSG, CC7QM5.50-SDSG -CCrO14362-S DSG, CCCQM4.62-SDSG, ri ", t L:CQPrt5,,10 SDI" � F'rodurt.,t fylodol, Number or N-me ;.-' Product Description tP -:i I- ten Ir II J. _ t-.-_n_-eY or ...<aso'nry F'L#1r}g5t1-R5 4 WP`fA17 EiF`t"A9r3 HF7A7i1 HFTA74. HFT'FkdCl F'rnherfrl€•ri'I"arscc Amps:hr7r ? 1 10, r� n , P I-C.d":I d"S�@ 1 B.,�PCT, 'T, OMa B2C�� F` C Ma€nary Pier [".:.sic = :"-IT TIP F. , s�` r7 ,t ,,.rir-aa t 5� HETALI2„ HETALIB, HELA.L-20 Embedded Truss Anchor ECCLLr4MD,.:SOG-KTIECCLRQM0 62G- T,EC3rv:tt^.h lr'1D4-hJ'2r"'"'K.TCC.I ry ECGLLG ECCLRCJ'Ntlt)3.62G-KT; BGCLRC,?hu"iD�4.b1G.. M1 : 1 =; Virtual Review Assist, In -. - _. _ �-:XP.rI qh t,ren,rC C �. rl -r' Sets # 1 Product Model, Number or Name r ABA44 AIBA44R. ABA46. ABA46R° ABA,66, ABA66R Product QeScrlptkort Adjustable Post Base 6 H'GAFi1D, HM9 4 6- : A d A4a HH TAl - HHFFA:20, HHET 2 , HHET Masonry retrofit connectors Heavy Embedded Truss Anchor y 3 -. Kt, EC ULRCj 4RD.,,50i, KT HGUM5,25, HGUM55D„ HGUM7,00, HGUM7.25,'dGUM9.00 Heavy P€asonrw' Hinges F T't2} f r.1.1 Plans Review completed an prove 0-Rott' 1Je age tin i r 'cr , ,,,,;,, Tt, 11'":' ;Screw An hair 'or _ sI -:-Fir 2 ABU44, ABU44R, ABU46, ABU48R, ABUS-5, A8iJ5.6: ABU65, ABU6cs, ASU66R, +'�BU88, Adjustable Post Base 8 �, _ - - LET,_: L-�T3 UaS25, LGT4 SD53 Girder 4 - G •4 iM S-2 SOU GUM28-4 L M210-2 L.�UM2f�-�, LGUM26 3, L uM26 : LGL � : L N12J 3, L Gll Mason eam Hangers ry B g s I.e,: HL 1 t_- .4..� r ._. r_. _- ��-Cr�l�ance with the 2020 ��G �#h Edit[oR Tten H�) 3 ABLI ABU1010, ABU1010R, ABU1212, ABU1212R ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 9 10 LTA:2 META12, META16, META18, META20, META24, META4 Lateral Truss Anchor Embedded Truss Anchor 5 LGUM210-3. LGUM210.4, LGUM46, LGUM43 LGUM416 MBHA3.12/9.25, MBHA3.12111.25, MBHA3 56f7-25. MSHA3.5619.25, MBHA3.56111.25, Masonry Top Flange Beam Hangers by Debra Anne Klahr PX2300 r .tad stage -`t n-a- .l -:tl '-S1 _ n"'._5s s feel r^ath nte,,.�rk red, z 4 AC4, AC4R, ACE4, AC6, ACISR, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 a^I--ap Tic fir Masonry MBHA3.56111.88, MBHA3.56/14, MBHA- 8116, MBHA3.56118, MBHA5.5LU7.25, c- T,:... ;-' IT; T to=r1 : urbo Scrvn,, i� , , cr ::; ncrcrtr u: masonry 5 BC45 46, BC4R, BC6, 8C6R, BC8, BCS2-214, BCS2-3/6 Post Cap 12 hTFSr,416, MTSM20, HTSM161 HTSM20 Twit Soap for Masonry MBHA5 5019.25, MBHA5.50111.25, MPHA5 0111-88. MBtHA6-50114, MBHA5-50116, MBHA4.50/18 ry OCT �% 2022 }� 6 CB44, CB46, CB48, CB66, C868 Embedded ed CoI ton Rase ^ ` 7 CBSQ44-SDS2, CBSQ46-SDS2, CBS066-SOS2, CBS086-SOS2, CBS088-SD62 Embedded Column Base 8 IIIU 561925, MSHU3.56111 25, hvi3HU56111_ , h I_r_1.56/14, MBHU&56116, Masonry Beam Hangers P a0w7 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1t2" and VV2rangingfrom3.518°'to7.1P2" FL#11496-R5 MBHU3 56/18, MBHU5 501925, MSHU5 5 11 as, MBHU5,50111-88, MBHU5.50114, MBHUS 5011& Ml50118 Ser # Product Model. Number or Name 4 Product t Description 9 CCO-SDS2.5 ECGQSDS2-5Series dcollrenca s " W1 ranging from Serev+.t3 € 9 9 a W'2 ran9inq frolo 3 s7:3° to 7-'1IT' # �.,, 1 orcaduc.�Modei NumberorN r 381� D-TIZ ProductDescriphain Era k Tension Tie ,. 1 `, "�'_-�. -,_ .,., r,.r '" ^ n�<,B101a: TK X1S11.lF,,,X1F _, :k, XQ, Jr., XQIB1, sa K r1 I ac, 1': Stmny,7"aueX rlr[.,Sel al, Tap.:n'g:sr.'rr`A Y`Oi�; r'iC 10 CPT44Z, CPT66Z, CPT882 Concealed Post Tie Base 2 HD12, HD19 BU;teo He€-lors::,s PL#13975-R6 CL. 114i _'4 XLTI R127= "'H 1. 24 Strcnl.} :L r.:e XL _ r it-H ,-°:al F CriIJ;:rl Tapping III EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD38, ,HD5B, HD7B,, HD'9B Soften lloliew ir's +" drt 45 D1 i'1 F 1 n.1 _ a I oiler Hew f%fi In'r I-le;ad /TIC 12 EPS4Z Embedded Post Base 4 HTT4� 1-1TT1." HTTSr-;14' Tension Ties . - - "`- Sea # Product Model Number or Name ^'i.. ..,.,.s n'3F •, -,; .... Product Description ,-, ...., r __ -: rrl,., + , , .e I .r . I l-. 1 - - tlnrl u,=, r h 1� -.,rr e,i f,I," ai ,Vr-Dliimn,y, S'.✓� tF -'�:1 •, LL 13 LCB44, LCB65 Embedded Column lase 5 LTT14, LT" -OB, LTTI31 .�..' I.,g-`t r cnsion Ties i .win.,.. w m.. C y 1 �-,DfAr -300, SDW22338, SDW224 8, SCAV-_-_458, SIDW2250n, :SD u"v2z60IIJ, Swi.22I N 263t , V ,.. , Strong-C rive SOW EAIP PLY arid , RUS PI Se e� 1145 '4 1; Gi!_µ2 114-1 4.:(Q112,1L24.XQ112E11221 J:"_ ,L, .,I-.,,, (?Y!4 fltg' , ,)rl: Y ,-, _ C:JI Jr 1 .- ,:'=?1?r . f ., 1ton7 v::,?"T,.,i-, _,. T ;h Sens.., �� O 14 LPC4Z,LPC6Z Light Post t_ . . -,to#'.'' 15 16 MPB44Z, MPB66Z, MPB88Z PB44, P844R, PB46, PB66, PB66R Moment Past Ease Embedded Poi Bad FL#i3628-R5 2 , SD1fVC1545C, SDWC15600 SCRAH1930ODB, SDWH1940ODB, SDWHJ@600DP_ SD'vVH19800D6, SDWH191000DB Strong-Drn=e SDWG TRUSS Screw Strong -Drive SDWH TIMBER-HEXScrew 0 :xI 134E1 ;1-sr`-- DrIJ. - int # . Iu St ng.D� ve Ll :itet�'., _ n v :r, ;,;n j vt,r ., ,with 17 PBS44A, PBS46, PBS86 Emt ded Post Been 4 SOWH27400G, SDWH27600G, SDWH27800G, SDWH271000G, SDWH271200G Strong-Drrvre SDWH TIMBER HEX HT�`r_1 -reel' :w Dri11 F'ulrlt /°1 18 PBV6, PBV10 Round Post Base Sig # Produrt Model, Number or Name Product 0€� r rlt€on S 'EIS _d-212, SDWS16300, SD%fir .631 C - = 14� Strong -Drive SOWS FRAMING Screw 19 P'C44.16, PC46.16, PG48-96, PC64-16, PC66-16, EPC44-16, EPC46-16, EPIC-16, Post Cap 1 SB-s18x24, S6718x24, Si Sr- Anchor Batts 6 SDWS19600, SOWS19712, SDWS224()O SDWS22 ,SOWS22512, SDWS22600, Strong -Drive SOWS TIMBER Scrowd(Intenor a,de) Q 20 EPC64-16, EPCW-16 PG4Z, PC4RZ, PC6Z, PC6RZ, PCBZ, PCBRZ, EPC4Z, EPC4RZ, I PC6Z, EPCSRZ, EPCBZ, Post Gap 2 �T516.:,STB2G, SSTB24, SSTB28, SST534, SST5W. 5STBIeL, 35T820L, 3STB24L, SST528L ST B Anchor Bolts 7 SDWS2280D, SOWS22900, SDWS221000, SDWS2211 W, SDWS221200, SOWS221500 SOWS223ODDB, SDWS224000B, SDWS22500DB, SDWS22600DB, SDWS22800DB, Strang-Drroe SDWS TIMBER Screw( rior Graale FL#3532 0-RO }e U EPCBRZ SDWS221000D8 s7 # Product f 1oclel. Number or Nam Product Description 21 PPB44-42,PPB44.SZ P-1S.+; 8 SDW=312DBB,SDW522512.DBB 'Tsui-doarAccents Structural WoudSur� - � -:�b4 22 RPBZ Retrofit Post Base FL#13872-R4 9 SOW627300SS, SDWS'27401"aSS, SCAT/S2750OSS, SD'WS27600SS. SO'WWS27800Ss, strong -Drive SOWS TIMBER SS Screw I ' r :- I I , I F I . 5 I } , r srnr nr. I`ir,m i I, .:... -r SDINS2710 SS,SDWS271200SS Hl 1 r PfIL 1- ,1r3-iK I S:,),l_1'1 ar,lrl* s}';TMI t LI'z P F s Iq:.a- rill. '6 #1086 FL 6 -R �+ Seg # 1 Product Model, Number or Name CMST1 _ cMIST14, CNISi'C 16, CS14, CS16, CS18, CS20, C°-,22 Product Doscri'...ictiloro Coned .straps ;It) 11 5'tIvV ;3400 S11,422 Stronel.Drlve St',' Al"id' S,C'LE-TO R'@t'rt x.rew, Curecor Accents' Hex 4-lead Washer I- i��1': 1 :!4 +- F I t • : t r,. -. I ,_ , . t . ,.:4' L : _ _ _ 2 , '2_ L nl I ,. ip I rj fOC. i ra r, ing .. r6e„rOr - `,r; 'r.... ^^ 2 H- s nRSS, HRS1'2, FHA6„ FHA9, FHAl2, Fl- i=HA24, FHA30, MST1'2ro: MST136.. Straps 97 mil t12 ga;9 „ P . I •; , r 4 .'r P i. _ r c „tur Connn.>r ry: Sacs # 1 Product TAodet..Numt er or Name FJA, FSA Product.Upwription Foundation Anchor 3 MSTi48„ 14ST180, MST172, SJMST'27, . rMST, '_ M:ST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C He- Terst Straps FLU y€62 3 T a F r , = s R1 11 K ,ea ' + cr cr 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA2i, MST,A24 Straps 4, mil(15 gala -,, _ -, = .ai I a 1.I c.l, 1.: ,I FIT—, .' ass := an In.; .i'i,- . I,, .n r 3 ^ - ^::" G - ;-• ^-- G - - r _ �,i-s4s-B° GH4�.s, c�-,18-s, CH4t�8, GH410-9, GN910-8,-tHf�-A; -:--A, ,�I 6, �H68 i Grrdsr Har,ga. 5 0 1 S T o 2 211 T22Swapsw' LaTA9, LSTAi�, LSTA15, LSTA18, LSTA2 . LSTR24, S 28�, 5721 �2, STe 5, S uv15 it Q0 a a3 m g } ySg9# Pmdugt Model. Number or Name Proc i Oesgription ,._ ,. - 8, GH610-6, GH610-8 6 L`:UBH325, SUSH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18S6 16 ga. Truss Plates a-- "-. 2 '....0 H :.::.f'0 a I S 1. _.-L _,nr --_ lr_ 4 5 GLl GLB50, GLBSC, GLB5D, GLI GLB76, GLB7C, GLB7D GL6T512, GBLT612; GLBT51B, GBLT618, GLBT520, GBLT620 Glulam hearing `-late Glulan+e_ rn =late LIPS L S1 `, LTS16, LTSiB, LTS20 Lateral Tie Plate - I -,. •{,rStraus � _ AS 20HS AS-20 20 ga. High Strength Truss Plate 20 ga_ Truss Plate = I _-_ 1 � ^_5 I _ __- ,z=10.=G L _ _ - I -:st L r �_ - r n :Ir. Ttr O 8 HGLBA, HGLBB: HGLBC, HGLBD Plate Heavy GPuI � trig PUte g - - - -S _ - ' c rs1CT a ki ,A36, ST6215, ST6224, ST9, ST12, ST ,'£`, r't.-TC28, Rr9SiC40, MSTC52 - 54 = - aim mil =10 2aj 4 = ASHY• Hinge Plate Connector � _ 7 HGT-2, HGT-3, HGT-4 Heady G.rder T led vTr t0 fsiCT c f7aT 78, ST6236 Sua t8 mil (14 ga} r LU 8 UFPIO-SUSS Universal Foundation Plate "I MTSi2 rv�`:=-6. MTS18, MTS20. MTS30. MTS24C, MTS30C MadiumTvvistSdra®3 ,... :1.�"":' ,'-F Iri > 1^': f�". .. .-... t 1 -14- � I-, .. .. # }_1:t .yn,i :,. ,, _I:. �ta;<r rt..:.Sr;f-Dn;l:nl- 9 URFP Universal Retrofit Foundation Plate 12 S/B1.S6. SiB1.81, SI82 06, Sf62.37„ SI82.5i, Sf62.68, u183, 2, SIB3.56, 51133 62, siE4.06, S1B4 1224-28, S/B4.75, S135.50 flop Flange Joist Hangem FL#15730-R4 1 1',l, w hill l l `? "i- h r .,f ;.= c3 <: :=.1 _. i u 1 r, M t: ^.+t; h -•. I t... >, E .4. .._,._,.,.. T. ,"lzr: s Q z a5 BA2. °2t0., S/BA2.12f10, S1BA2.12I12, S/BA2.12114, .S?ElA-a".18,/S. raiBA4.18110. Top Fringe Jets; Wa�ngerrs, # Product 141tstie:R, Number or Name Product Description S B;A4.18112, S/BA4A&r14 1 ET -HP Adhesive Anchor for concrete z 14 SildI A Hurn .an- Tie C AC.,, GDP, GDPM-50 GDPIA 75, GDPM-100. GDPS G%V-5l0, GW-75° GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HUBS, SJHD86, SM01 CS, SIHO1 OB, SIHD155, SA-10158 He=rdo rs a F-0PA, PDPA-K, PDPA-MG, PDPAT, PDPA" K PiRJ`det, PIf'd'IVVIP: PIIINNO P-''WW, PDPA'vb"L, Pr,wcoll-actuated fasteners, threaded 3 is a baste, <bli-, 16 S'HDt14, S/HOU6, S1FDU9, S1HDU11 Holdowns PDPAfNL-MG, PSVL3, PSVL3-K, PCLDPA, PE.C'LDPA, FPRHA3, PTRHA,4 17 S/JC. , SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor fop° concrete SHEET � 0. PA 1.2 C_ Cn > HIIAM AIIAXII-DADE C PGT Industries, Inc. 7 C- 0 L EM PROI)Vr-TCONTROL SECTION :P(_�T1qdq&uj,es. Inc (D CL CL 0 I M05 SW 2A Suest, Room -08 N ED D ,Orll('EOFACC'EPT'A��('�"E,:El," 1 0 CT3 -0 DEPAR"I IFST OF REC�TULATXXRY AND E CON10111C RVISGUILC ES, (KER) NN= Flondh 33175-2,474 BOARD A ND C O�D:E ADALIN"157MA'ElON Dif%ISION 7f7s,:315-2500 F(,1Bdj315-259P I NOTM-F OF.kCCEPTAN-iCl EA-IDEN(: F S-URNUTTED a) a) underprell-l'Ous-N-01A A C-) A.-O Co Cn _WTICEI OF ACCEPTANCE, (''NOA) Tumpla I -Bidencssubiltined A� CZ -0 PGT Indus nits. Inc. k- DRANIINGS B -TESTS (oonriimed,i 0 0 -0 10'70 Technolou Drive, I 1XIanufactwer's die drawingS and sections. Zkr trat on Te&t ptr. !AS, 20 2-94 Test report o.- ia It I 0 10 0_ 3: NorthVeHiCe. 1134: i.S ubmdued under NO-4 _-Vo- 11-0167 04) 21 Unif S*atic Air Pressitret Test- per FBC', TA'_-j 10� 0 'LL SCOPE. 2 Drawing No. 'MD-55 titled --Vm-%,l Shdins! Gill- - Door _NJ A il-M)'". sliffts 3) Vx-_21er Resniamce Test-, x HAL-- T-AS �202-04. r P---1 - C:) IS Th15 NOA'- hemz isiued un&-. the applicablera�_ and re-gulatiow. governing t1te use or construction materials. �Mxe tirmigli 21 of 21. preppaml 1w manniffticturef. da-edd 1 0 h re,,,isloll 'A damwnl 4) Large Missile lnipact Test per FBC TAS 20 1 -94 R; PVt FIV, > U) 0 documentatica liub-atirt--d has been reviewed and acce-p-sedby Mianxi-Dade COUWYMRLEBR.�Product Control Sectranto 04 0517. signed and seaked by L-,mn Mtller� R F. J'v `vclic Wind Pressure Loadineper FBC. likS 203-94 40 be u5,ed inNEiami Dade Camrsi and other afeaswbere allosved bv the AuthorinrHaviq. Jurisdiction �AHT) 0i I ore Test, pei� F-B( S_- 20 -94 0 !E U) - CZ Co + _+_0 Tlus, NOA 5hall not be, %'Wid after the expiratioudate stated below. The Mianu.-Dade Co. unty P.-c4m i ("catiol Sectica B. TESTS allon g ;1, i th it uaked -tiv draii, ai iz s, and imsiallat ion d iagi�ini o E vimid slid aig glass door, prq* - - M,TI;A PN L--,t4 "it3i 'IF i111F -a .- U) reser-,�e the rtght to have this 'Y 1. Test report on 1), UnilbriliStatic Air Pre,�,&tire Te�st,� pel FBC�'� TAS 202-94d T-ifi b, !nc.. Te! �1 Rrport N - FTL 85-19-i l ated I I �61;7 signed arid bvFeneviratiox- -. me La Hid D -i p asm. If this proildirict or material f: suapeemimit the accepted I Large, Missile Impact Test per FB C- TAS 2COM-94 vemled b%, Ed akxus Oneqnk P. E, Test rej)orl rcvised' on 12 '0421.5 and 10111 16) r'N rj�L�� I =,�� mannet. the ruant6crurey, will incur the expeaseof suchtestine aud the,AHJ maviininediately revoke. mo dif-v- or I - �rspeud the lr�e oi -such product or material within. their turisidiction, REk res the t:*T to revoke tha" 3) C I yclic Wind Presstur Loadmgper TAS 203-94 along with niarked-up drawings and iast allat ion d iag = of vinyl slid in lass door.prepared Test report on I Infiftration Tes�t. per FBC 1 21- _-404 Aff - 2 1 2'Vilifform Static Air Presstwt _mFBCTAS 01-04 B,, oi L;� mut; t,`h Vk id Ridd P\ F j, i i Fx rri t o�r 1, D acceptance. if it is deter-nuxted by Miarni-Dade CimnrvRrodis�t C orrtrol Settion that this t or Material f a ils to d ,j ellest ration Testing Leb- Test Repoli No. fTj-- 8 L7, daled- 12,07 15. s-igiled 3 i vi wer Resi-stance Test. Der I C. T-A IS 2 0 2 -94. - Z_ �A � meet the terlun-aneats of the applicable biilduilz COM- This product is approved. as de wribed herein andhas been dftmed to complvitiath the Florida Builtiine Code- Sealed bV Idalmis Ortega. P_ E. Jest report revised on 02 1 16 -and 0 1 IA' 4-1 4) L Missile Inipact T�9 m TAS -101 -94 - T'A IQJ�_i aiid Livhrok �k__ s! jsa-1 Rj--- i d P !�!- �v 1 -1, hut i- including -the nii0-_-%7e1ocr1Husrtcane Zone- DE,-,cRenoN_--.- serw_ 770ViuTl Sliding GlassDoor (Reinforceth w!woa- & 1350cornersLAIJ. Test report on 1).A-ir infiltration Tes(. per FBC -U 2) Uniform Static A-ir Pressure T per =BC 1-AS 202-P4 '--he 1XIPA Preswre Lt"adin-c FBC� TAS 203-94- along with maKk d"a"ings and mstallation iaoam or %:�11 Sliding fiass dooL sx--px u w. V% inlo-n s vilil Dot- 09 um,_��- 7i 1 LD A PPROVALD000KN-T. Dra%vins No �MA& "V - twA.Slidx- Glass Door N0A(L.%f)_ A I- ei Res- T=A 2,D21-9-1- lwatee� mance Test. per FBC� 2 bv Fenestration T inz L ib, Inc Test Report 1 Fn 8-5 5-, da t ed l2i041 5. signed and _11Z, aw U S.- ap oattd Ri�zi - E��rf! len I - - . �0)1ev&dtled 4*) Large Missile 1inpact TesT per FB(-",, TAS 201-04 Se'aledbvidillitisOrte 1 qn-4 E x n it o alz f- F 11 itj d f) i'l r -a a d D oor 1,4 1 e�: �ex -irwq I throu 2 -sed I �1 and hatstrevised on 01OL2 L si ned and scaled by 01 pMaredby mmi&CMITef. g A � L ynn Miller RE-- bearing the,.Nfiturii-Dade Cam4w- Pro cluct 1C'o a tral Revisi o n s tamp with th e N o ti ce o f -5) C - lic Wind Pressmv Loading per FBC_ TA S 2 0 3-94 6) Forced Entj -y Test, per FBt"`..TA.S 2,102-94 Pressure FBC 1 .4 7, Test report on 1) Uniforta Static Air Tesr� perf - TAS 201--i 4 sile hq:tactTest per TAS 201-1 Law Mis Nc�. 16-0-1 1.03 1,� -F,,� I F So- j,- nis - v 11% hire Rigi d P C E sfel'� 1 Ext-rurtfars fo,l EUS Acceptancenumiber aud expuation date byttie.Miarni-Dade �(�'ouw P�ochx�t ("onrrhol Sectio& _FBC, e along %vith trLirked-up drawinip and instailation, I s1dingglass door-- prepartd, d tagram vmv 3, UL Wind Pressitre Loading, per FBC. TAS _11(]13-94 i412 - U oT g .11ISSME IMPAC T RALTD�G: Largest nd Small _W- -�Jei Lmpac t Resista tit A s bs- Fenestration Testing La- 0,- Iac__ Test Repoli No. FTL fin-416. S__Wted 11,016 1, 5 ea and- lsr a 0ng �w dras and u-isulliation diagram smyl 61idoig glass d- ep with ma. l, fmlA I fl- J 7 A seale-j by Idahuis Ortega- P� E, t9est report revised on 0 1 ?04,16 and 0 1"l 1 �,'2016) by Fenestration Testing, Lab. Inc.. Test Repart No-117`171- 0-638 (saniples A-! thm A-221)� and i�.,u___ _0 I See table Is. (sheet 7) and table 21 (shmt f by As able SGD uuit sizes. design pm-swes, tenif orceinents, iyp es, &big typts� $ill rise- _S r (see tables B- I & B-.2, mteets and awbor layout shemrequ4emunts in I I thru 16- 3. Test repoli on l"I -kir in-hiltration Te&t� per f �BC,TA-S 2012-0 4 2 Unif S.-artic Air Pressure Test. per FBC, TAS 202-94 11 J 9 11 10. signe d and se. -I ed bw Jorg e A C a xiso P f by i ined n n d er N�O, 4 A-u. 910704) 2. Paidd White n`C_ Tan ('Nou-%xtite) RigidFVC audBromm coated (Pain*d or white Rigid PV, C to be 'Q Is �e led pef referewedN,0�,k * s requu'vixients; j) Water Resisiance Test. per FBC-'LkS 20-1-01-41 8 Test report on -1 Anwi Wiltration Test. pe. FBC- 7� 202-94 -6. 11 3. Egress oper IS— doCn njuSt ConjoyLWIth W 'a Cku width of hei! eipirtment, as appheable. per FBC re -A C� arg Missfic InVact Test pra FB-1 M1-94 4) L. Uniform Static.Air Pre Tz per FBC TAS 202-94 n n Ia I I t 1111�'5 v� ,ght 4. to be revie"dbyBuilding official 5 r Lk Wind Pressure Loading per FBC- TAS, 203-44 3 3) Warer Rt,,,tsiance Tes,=_ -10" (4. C P0 J'T e V� An f 1f:VL' �-r 11 -aed K, LABELTN'G: Eachumishallbeara c1r;,stateandsieriesaam. "Miorixt- Dade County Noduct Control A noted herz- 6) Forced Entn� Test � per FBC TAS 202-94 dravtings and installation diagram of-t--inyl slid'atig gi ass door, prepared 4'� Impaci Jest per FBC TAS _101 -94 Cvck Wind PressureLoadw F'BC � TA S 203 -94 Per �-tr le"n aod b I PI P proved",, RENT, o f this'NO A, sh all be c onsidervd after a renewal a pli lica"i has beft-, f Je d and th ere It all; b eat, a o Lab., Inc., Test F g 61. rorced Entry Test. po; FB T. A rkL1�.' 2012-94 N I chan _ge in ill e, _4V able build!itig code the, pedarmawe,ofthis pa ct TER-NUNATION oftlus NOA will occur after the expiratim date or if these "As bh� a re,.istcon or Change in the - d b�y1idaltius Ortega � P E� (Test report revis,4hl 7L -eak on _5 4 Test report cai 1) Airli xaffi I t fai i o i i Te s � t, p er F B C S 2012% �9"l �,Ilcrrq%vith nudked-up drawin: s and histallation dia-g-man. of sliduig glass door, prepir; bv Fenestration �b_ Inc- Te:sl Report N o� F TL 6337, (sainples, A- 1 Timis dart _!lli t JA t_`!, -I!, tf bk- 4), �Un,(�11 F r materials, use. and'or numufwrtre of the prodw-ci or prtot*w.. Misuse of this NOA as an endorsement of any product, 2) Unifortu Static Air Presnire Tevi. per FBC�'IAS 2021-94 11`06 11-1, signed amd 3ealed bv Joree k Causnx R 4"linfilied underN0.4 _,Vo. 11- _�e -I JM.L.-fi, 0-11 1C for s a le,_ k Fadure to couiply with am 3) Water ke-�tstwce Test, X FBt---. TA S_ 2-9-4 010,709) auv� P section ofthis NOA shall be cause fbi tetuxuation and removal ofNOA. TA 4) Large Nbasile InVact Test per IFFBIC_ &Z%SS 2101-94 C 'I", A-1 ADVERTISENU-N-T. The NOAuumber precededby the wor& XWnu-Dade Counm and follovved bythle Cvdlk 'VXind Pressitre LoadinA Per FBC. T-AS 203-94 CAL(:ULATIONS expuatioada-ce may be displa�vdin advertic;irighwature- If anypomonof the NTOAis displayed. then it shall be 6�i Forced Exim Test. m FBC, TAS 2101-0 4 _1 �done in its eafiretv ao ng with mirked-up, drawilIgs and installation diagram of %.inyl sliding glass door, pfe-pared prepared by PGT. datjed 2-iW 1.5 and lastfevise a- iDa U`22 '116- signed altdsea d try 01 ff-LR 'V- LXSP E C 7TQ'.V- A copy of this es6te NOA shall bevrotn&d to tLe user by the manuff-acturver or its disttilitacts and lb,v' Fenestra t ion, Test ing Lab ine- - Test Report N o. r TL 85-498 ited 12 '04� 15, signed aM r -0 Y, 110.01). Anthonvl_ s.5uhniftied nrider-N �:c - , Wi `,, T �, �Z 1216, 1 d , , L - shail be, avadable tibz�ir spection at thelliob site at die %erest ofthe Buildisigg Offi-cial. sealed by Ed alnus Ortega. R F_ �'Jesi�t report!revised tv- 011 X-14.1 6 and (1) 11 6) -4 _V Z, Glazing complies wit ASTME-1 300-09, N j -u-n- u t, g 4 kv rlti� 1 13 o�: R, ThiSNOAre-visti& I and eiidewe pages E-l-E-2, E-3, E4 E-5 & E-6 as well as approml document trientionedaba;v. hh��iq L Chanda. RL lahaa 1. CiSma-da- P ad P, The si*aurted docimx-titaticn sAms re%,iewed by Ishaq L Chand.-u P1. P roduc i C ontr ot Umit supervisot Product Coatrol UUM Suiier-,J� NOA No, 11-0_'061.03 N'0A No� :1-0:_Z_�3 NOANo� !1-0!0-', Expiratioul)3tt: ApriM,N.'6 E xpirmtiou Dam: April An= 14. Zf Approval DateAL Approval Daw Nfarch Approy3tDam �Nt_ b PGT Industries- Imc. SIM C G1 N17hi ft-Irs and D oom. Inc PSG- halu5the-. Inc. NOTICE OF ACCEPTANCE: EN-IDENCE SUBUITTED NOTICE OF ACCEPT-ACNCE: EN-11)ENCE F-;UB_\l1TTFD NQULL OF NUB _AC CL PTA.N CE: E I -EDE-NCE \JTTTED I Evidence Submitted under preNictus submirtal E. '.\LkTERLA.L(,ERTIFI,C"ATION�S(coitfintie) 3. _Nen- Evideirice, Submitted -dcon4.)Iy=2 Quallex part'super S21act ,tandaoi I A. DRJIAAr�GS F1249 XNr%,"11C-Pa;s.AST_\I D398_� Oxygetv-PIms, ASTNI E, A. D&kll�('Y`�Si 1, Drawin No. '11D-5570-0 Rev R, titled 'A,myl'Shding Glass DooT NOA (LNf)". sheets 21190 1 _G.Duratvility-N o Fog-Pass� (Subru itted under prel lon 5 A-0-4 A' 0. 15-0,401, �05) L DriwmgNo .1 WA5 0 k Rev B. tit led'ATW*Y1 Slid c-T la--DoorNOA(L sbet - through 21 of2i. povared bnumifacturer. dated 10�05 1-i and last revised on 2-222 B57-T-m- Thro -2 ugb2l of -,I- p d by dated 11145 15 and last rev, ised on 0_,0 Ll I 04-211 - signed andl seakd bv A- Lvnn NUer, RE, 0, 6. Quanex Part ]2u_l,a----*a corrtolying with ASTM C-518 Tb (--onductivity signed and sealed- by A Lym Miller, RE. FW-fr:-'F, ASTNI F 124Y ass. AST.\M1 D 14�4 Penueance-Pass, -11J, E -0--F !his revision corr-Asrs replacement of smr ey 21lation screv., with fla! head- B. TESTS ;�- CC- ST.M E 54-0, Devi Paim Deveiapment M __&a nxs_ -1189 I.G. Durabiliv Teg repris on-, I I Air it--.- Test� per FBC� TAS (Subinitted under N70-4 1_5-040MO5). 2) Uuifonn Static A.& Pressure Tesf� I-Dadingoer FBC. TAS 202-94 XT E.ytru- T V 13= , sjoM. lyal I ASS S cc -no? g w I h P'\,' , A �Yv B, TEST� I None OCT 2 8 20TZ 3)Wati-mr-Resistance Test � Igr FBC_ TASS'.L for Rigid Polyvin�q Chloride CPN7C) Ex-terior Pir-ifiks. fbir 1%.st-ion Extrusims, Lvd, -\�EXAL 4) Large ?�Iassile llmpactTe�a perFBC. TAL"-) 2ij' 4 J, � 5) C,vchc Wiiid Imssille Loading per FJ3 TAS" 203-94, 921okg with instiallatioe diagram of all PUT'Indlistries, Inc, 0 .01 69� 0 5 � 8 %71sion Extlx�isions� Ltd� Pa C--=kL( ULATIONS I None. 0 represmiative units listed below and testedto qualif�r Dowsil '77% and D oxvsil 983 ulicones. 6nbutitted ander-VO-4 Aal 15-0409.01!�)i D. QI�A]LITYASSURANCE i1flEPated, by Fenestration T L;abOratortr- Inc.. Test Reports Nol: FTL-278:9 PGT PW5 52 0 PV, C Fixed. Witidow 6 in dated 050"03�� 14 a T�XA.ANUL 303-13. Vokintary Soecificatroa for F P- lvvmvl C'Wonde WC-1 Profiles for Vision EX-Irt: LTd--X,*EX-1 bv _�SAMA F stration Exte-ior PTafile Miarni-Dad e D- F-egula t oi y and E-COUDMIC (REFO Virtual Review Assist, Inc. (unit proposal). YTL-20-2107.1. PGT SGD7&0 Akwitim Sliding Glass Door il- 7 in proposal) FTL-20- Ccruffication Prouam Plans Review completed and approved Hrt. 1 PGT CA740 Altiin Outswi4g Casement Window C�dnk s in proposal) FTL-20- 10- N01-1-ce of Acceptance NO. 18-1217.14 issued to Enerup FentsUanon Solutton� u4SPI- E� _A1ATF_RLkL CERTIFICATION;S for compliance with the 2020 FBC 7th Edition 2107.31. 1%.-Tp%,7620A -Ahimusum Fixxted'Wmdow (unit 0 --n no sall SmdUL-20-2107.4- -1 their "Tan 3040 & light shade (non-White) X�Illit* Rhtd PN'C ExTelior Lxwttsions 1104- VN indows and Doovs txxmg on 02 �`W:" I L Notice of Accepraiwe No- 19-03014.02 issue--' io Kuraray Ametica, Inc. fbT-1 **Trosifolk I -acleai -B Gbqs bterlavel's ex imiz on 0 7 OF -Iti Ckaj,, and Color PA P by Debra Anne Klahr PX2300 C ��Fiiid CAV, (imit 10 in proposQu d- 2 led 0 -13' 2 0. all si gned PGT PW7620A Ahuninum Fbwd T . and sealed try Idahni; Onega. P, -F to f0l, H- ot of Acceptarace No 18-021.01 issued to Erie moa Solut a. TJSA. I -L Ire �Yhite ior 74 J808-02 Issited -oKurarav America, f ti Not' e o"Accepfaac or I e "Serin-yGLast White) (AISS lnteilt4k -en 0? -04 their series FUgid Pl"lC Exterior Extrusions Windowi, ancl Doors". expiring oti Kletar and eXpIlIn g all! CALIC ul-kilo-N-S -Is -2 Sf2 3, die 1s'-Brwf,, 1. Anchor verification cak-uhtwins and structmal anaiMiE.- complying with FBC - rof Iv- N of Acceptance 20-01-0-A�0 issued 'to Enengo Fetsessratic)h Soluficni, L-PS-A I L_ Coared (Pamired- orLaminawed) White Rivid P'N'C- Exterior Exn usioni for Wilido-n- V > Editiou (2020), dated 044,121110- prepared by maliuDINCT1.1fe-E sigited and sealed b-%T j jicf F - -C E) 11 ExTvu16 f_ - their Brouze & ha r shade cap coated W'hite Rqki PA xterioi U0116 101 andDoors". expirirtgou09,30,-`24� 0 A -n-thonv Lm Miller, P_E_ -p Windows and Doors"- e%. iringg on 04�16'21. 4- Notic e ofAc ceptanceNLI o- 18-1106. 11 issued t Q Iv"ision Extrusions Linut ed for their serk Crbzitra CoWfies with ASTME130-04. -09. -121 and -1k *17E 1000 Tan 1021 and lighter shades (Non-:"Ihirel Rigid C ellulai- PA'C ExteHor D. QUA= ASSUKkNCE F. S T A T E_X f ENT -S Ein-usions for X\_indows and Doors-- ext, on - I ade Department of Regulatory and Econonuc Resources (RER). L Statement lettff of confommee to FBC Edition (N200- dated 04,"220. issix-d h-v amufamm. Agned and seaked by Anthony Lvmi 3V p ra STATUNEENTS 0 E� NUTERUL CERTEFICATIONS -d interest and of indeoendmet. issited bv amarfoxvister.. 021sed Statement letter of no financi: 1, Statement letter of conformance to YBC' 7" Edition 11020). dated 02-4-IL2-- isszuec 1, -Notice of Acceptance NO- 15"03015,01 issml to Kul-im-ay America. Inc. for ill& 04�; 1 S�20, signed and sealed by -Antbony L,Vtui,%19Jer. P.E. nianufactuIw. signed and sealed by Anthony L_ Miller� FE, "Trosifottl Ultracleat�. Clear. and Color� PN"B Glass Interlayea-ST'. eviriag on Pmmie Labeling , Agreentout document beh!Veen PGT_ dated 03,�3!01� and si�qued by all pri%,ate Labeling Agreenten-t dated 031:08,2111 heiliveen PGT Industries,, inc, -is 0 iwvolved partles and Dooft hC_ si d bv Dean INL Ruxk- Pl_ V,P� Ehgiefamg� ca beha f Notice of Acceptance No- I 7-V803.02) issued to Ku�rarav AmeAca. Inc. for th& "S both c:otnpantitei-, enti3Uasl (C lear and 111tre) Ghss In teday# tx- tx0mg on OTOV23. G. OTTERS U) NWICC of Acceptance NNol 18-11-0-10 isawd to Vision Ext Limited for their -Brown tu 1. lllms NOA revises NNOAFT 1 1�042 0.06 (PV�'T %v,,C'GI' FBC1020 ("Eilhrion)� I OTBERS "0Aj x I _0A# Coared (Painted or= L=aminated) X%-hite RiZld PVC Extetior fin-tisions - I expiring 04 2 1 1�_) 1. im STU i� 20-0429AH: (?Lk w-`CG�). ex i jag f_4 14,276- 1- This N -evnes s ewls.N xP r on far- Xl-mdows and Doon_ exp nir 09,3024 RERTest proposais dated 0" 10-:20 apt-oved'by ls1mq1_ C"ILandla- P-E. eyxii-li The cussent e_lssm LCU PL CGI file �tt2l-410M _01- expiring 0414-`6� 1 �LIR %nice of AcMtatice No� 18-1106.11 iss� tolvTeAcm- Exrmsims Limaed for sb& 14�-_! L W _hitv RjgYA Cellular PA-C eries *17E 1000 Tan !01 and borer shad�es (Non -A 0 ExteriorExclusions forWindows and Doors-. exvirili_- on 1127-9-2,L llh�ttr 1. Qianda� pl� m4a� PE Iihaq L C h� Ishati 1, C'bxudi%,� PZ- Pradutt (',ourrioll L�rrk Supon Product C carrel Unif Projeci, Control Vait Sluperlriilor SOA "1, 1, 0:fT 1. �P_l 2'11010S,103, < .NOA No. �1. 1-4:0--UO3 Expinatiou Dire� Apifl E-rpix:aitiom Date- April 14.2016 _j Expiratraul)xtet April 14� ZAK6 arcIt I Da te � N f. ' N'_, I N. -at D, a rch "� I k* I Approt a to � X1 tl -4proval D,,vte: "March 2;1 !4:1 E -6 E -4 SHEET NO. May 27, 2022 PA 1.3 c— C/) —Cu MIAM X-41ALMI-DADE COUN J'Y -0 > C— U (D 0 RODUCT CONTROL S-ECTION Cast-Crtte USA, 1,LC Cast -Crete USA Ll t"n—_ 1 i%�_ 1 Q_ o 2 DEPARTNIENT40F RFG ItATORY AND ECONOMIC RESOURCES (RX.R) I � 80-5 SW 26 Siree-L RtAetm 2T le CU 70 BOARD AND CODE A1)_NLtNP;TRALR:ia DIVU51ON Miami, floy'da 33175-147 4 1 zi, i �, z - 0) C 0 Cf) T(Uti)-115-2590 F(786;31115-2�99 NOTICE OFsiMEPj_ANCE- E—MiNC17- St 13-MITTED Nk)T`11rL.'E OFACCEPTANM EVIDENCr SUBMIT'YED A', i: NA, K i A', 1 -) CU NOTICE OF ACCErFANCE www.qiiamidqdejgovigcoa�nt�t� =3 CU in -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PR-EVIOUS APPROVAU., 003-0605.04 A I),[ R N W PIL P E 0 6324 Count-v Road 579 Ai DRAWINGS A. DICkWINGS aLl 0 EL q Seftner. Florida 33584 L Drawing AV FD4612, titled "Precerst an":/ 1; shect I o I L LL Cz CU Al LTM-12, oded I n Parriesi, daled All-f-ti 21-903 and re Well, E 0 CU > SCO11i: "IC61sit-Crefe 4 6'& 12T_Litnef L'�afi! ia) 1, 9/irotwil-t 01"'i -ared -21 t. 1,74612, lided `(.,'zY1-Crefe 4 611,&, 12 linlel SUIeLoilo - - U) -0 C) Tlys NOA is being issued under, the applicable 114 les and regulation - N g�overning the use of construction materials. efli�l P, Al4rci 2-1, 2003, hist n,vision til 200,3bofiii Ii It 2 20,0JtI 16�'[ do �oag' of-3, preioared by Client, Parrinoo P_ & dated Jllisl ` � t, q � ? L, L'I ', J J W tT 'r-ir I`L f - I _r , I S (n 0 CU J_hc docurnentation subtriitted has been reviewed and accepted b�r Miaini-Dade (�ouru RER-ProductControl Y PY (_?,ai o, E� drtlwirigss��nedand sealed' 9,aVr;,11 . P. 1' C CU Section to be used in Miarrii Dade and other areas tvitereallowed by theAuthorit HavingJurisdwb�tnl or revision dated Varch 1 2061 all si gneel ana �raz_ F o fiJ i Cf) Y R TESTS This Ni"Ota, shall not be valid after d c ctipil-ation date staym below_ The Mianli DadU- County Paiduct 'k--rum f'osf M110)II 011 fle-rieral testine on 4 1', 6 J2 Precast Concrem Liniel, i 'luiI 11)"Liehi, I liqf - , 4yT a V 9, ?f -(4,14 to t u Z,L B, TESTS Section ([it N,fiandDade County) and/or the AFJJ areas ollrer than Iviiarn i I)i3de (1�ounly) I eserve the right to have LJjL Wrv�ories, Ropori �N'I:P. _3044; 4A. daied it W10, 0,-', uienred -and AM this prodUet (It inateriai tested for quality assonance purposes. If this prmiuct or inateriiii fails, to perfonn in tire lty "t, I'latt 0 P. Jo= acceptcd matirwrt, thre manufacturer will incur the expense of such testing arid tire L,\11.1 nuly nornediatetv reve&c, C CAL4L, U L,)ll I'll 0 N S mudd'v, or suspend the use of'such product or rnaterial within fllcir REJ�L reserves 'he!right to rsvokc j this acceptance, if it is deterafirred by Miami -Dade County Product Contr(A Section thal ihis product or ruiucrvaj C. 1ATIONS L rah-id0L[iii;,11sj'0'r (nsl-i 'rete Linleb�,. dated 03- _,fff', ;10geS, ps'eva'--ed be i rait, QUAIA ASSFRANCE J t "'L I kL V fails, to 01CO tire of the applicable building code. u parrii;n P r- sisned anelsealed by (]L"r1,oj'-,- tourrina -1), e"Te I Regulianly -iftairs. 2, This product 1k, approve�j ars described berrej it, and has been designed to cornply with the High Velocfty I gned orgelse o,led lie Craig Parrino, 1. E E. A Zone of the Florida Budditw, (,ode, DESCRIPTION-. Cast -Crete 4", 6" & 12" High Strength Precast and Prestressed f7onerette Lintels I). MATFRLAL CERTIFICATION. - I Nalw- APPROVAL. DOUUMENTi Dravdira No. FD4612, titled "?reciist and Vrestregsed Lintel Detalls", shtoet 1 01 i � = �i I , Or s r Aalti?!F! 1. QualityS Ii Marici je-ecast Lhoeks, re t,Iise ln- A&Tv v 0`1 -IJER - , __ - A 2 prepared by Craig Parrincl, P1'.., dated March 24,21003 and Dral.ving No,L-1-4612- titled - 6" & -1 Le- tion, I led ice'�,uary 03, 20i witeeted and sealed aer Aim C�J I a4i -Tram P`f i0f nitcl Sate a Tables", sheets I that Augh of 3. prepared Crah2 F-drrnlcw� dated March 24. 2003, last 2. Casl-crle 1ih-cAlUvS=�;5M A"- -ItLr "IrCA; j)a]enAi`jS d,�Jf'�j �()() � 4 ji�L. Perr J arrlrni� P. E, eernf ofg- cornpliam- i 'ah the P revb;ion dated June 1�, 2014, at! signed and sealed is Craig Parrina, P,[,,',,, on,jantlary 212, 2019, all bearing, tile Islianif-Dade (,ourity product Control Revision starnp NvOt the Notice of Accepiaticc nurnher and the exturation 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 08-0320.09 -An ILA; r J0 1-1,11TI) if N 1) 111, P RFA-10 t IS APP Ro `1,,4A 1. 4 17-082 1 IS, 1 l R.A, Yj/ I NGS date by tire, Nflatrii-Dade County product Control Section, lk DRAWINGS 4. EVIDE"INCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0-121.07 MISSILEINIPACTRATING: Large and S mall Missile I in part Resist a tit t Deawirkg j%�O� FD4612, tilled "Prevast ettsvi "Aii.A.reSSed Lintel IkIoniv", Am I)RAWINGs, LABELING- Fach lintel ithal) bear a pennalien'. label with Ilte manufacturti"z- naini- or loan indhe Miam i- [)ade rj_F er -1 pripsired bly (.'raig Parrino, 1� E., dated jIlcirch and Jarin-ving Vo, I fleLi -S County logo. r"(1ayo-C t It i tt� " J Unrel Seps JA)Ac cro res" i 0 - di L - 1 .15 1 a ugh 3 of'3, pn,.ywred byF r- fl,f�., Attedilf -ch 24. 2 _03� lasr revision datedXfor- It I J "ra19 K TESTS RENEWAL N'0A be been filed Fas been LU of this shall considered after a renewal applicationhas and there no change in the applicable buitcling c(Ae negatively affecting the performance ofthisproduci. B. TESTS X-Ame- TE%NTP;%tAT1ON of dik N(Itfk wifl occur after the expiration date or if0here has been a revision or change in the niatteriak- use, antFor inanufacrurc of the product or process- M.suste 4 this N10A as an endorstunent ofan-v nt; NAme, C, CAL("I'L-ATIONS; o, iri ;XIA I iitwie VS- product for saics, advertising or anty othei- purposes shal I aummatIca hi inate this NOA. Failure, to comply a ih C. CALCULTANTIONS k"' C 0 1 C3 �o it, f!L,r t;, any sectionorf this NOA shall be cause to;- ternlinationand removal of NOA. ne, D� QUALLIT"l' A_1;SUFtA_NTCE, f4 I, ARVERTISEMENT. The NC.bir nurnber preceded by the nauds ?%fiami-firade Counry. FcArida- arid followed bv D. QUAL I[TV ASSURANCE 1. By counry De ttmiw q 'ReaukPory and iae,,ourcr i lllltolo'� r A the expirati date may be displayed in a I uty fitetatjjre� [fL line roirritin Of the ts JA -a dis hived- dic- i all �011 doenisi pi - - - 11. 8�y u u b C 0 only Betilding C u L orr it's, bc dorie in its entirety E� MATERIAL CERTIFICATIONS, _3 f1li R INSPECTION: A -a— of Ill- cru ire, NO -A shall be provided to the user by Lie manuf r or its distributors and E. All. CER1111FICATIONS shall be available far rustication at Illejob site at the request of ','lie Building Official. s CAI f fbis N OAL revises NOA 19-0130.14 and consists of this page 1, ev iden" subin itted pages E- I E-2, &01, 1',-4 and E-5, as Avel I as approval document mentioned above. The loohmitted do'cumentation waS reviewed bmy Hidaly A. Makar, P.E., M.S. A� Makar-P.E., M.S. Pic d' C seelt(jn Superyls(vW A. Makar. P.E., At& Product Control Seinion Superi,isor st u ct"outrol Protiuc, It f/ F'i NOA Noi ZO-00 J5 Nt)A Expiration Date. 09/11 Exph-ation Date- 09,11.1f-MU-31 Expiration Datc� 0011VIOZ3 4Y 1 2; i IF . Approval Date: 0812012020 Approval Date: 0812012020 Approval Di 0612012020 A -ii- t/ Page I E - 2 F_ 3 I Cast -Crete USA. 1j_C Cast -Crete USA, LLC NOTICE OF ACC'EPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEIr"YANCY- IDENCE SUBMIT'VED 7, EVIDENCL SUBMITTED UNDERPREVIOUS APPROVAL N 18-0424.04 9t, NE"Al EVIDENCE SUBMT1 A. DRA-VN-'INGS A. DRAWINGS 2svinsl 1. None, Bt, I I FISTS TES11"I's 1. None. I. None. C. CALCT TLATIONS C. l LATIONIS I : M QUALITY `tSSURANCE 1). QUALIT'll' ASSI�RANCE By Abassi-Dade o 'jp T �,,o,rnrclhit T,,) Regridarocy 1 1- MY �f , 1� lly il, t�!;eni-DicuIe ount DepartlInent qj'Reguhno-ry IR, . �j )?I E E. im',va�,RJAI, CERTIFICATIONS E. NIATERIAL CERTIFICATIONS 1, 1� Nona F. OTII-ER 1, ('01P71,71ifinice better ivilh theL BIjile'lingo 201 71Z'dilion. J,5%rued b I, Cast- K OTYIER 1. COmpliance Letter iviih the Florhhi Buildbila., Code, 21017 h:elition, ixsued b.)�, Casi 'i Cretie 66/1, Inc_ dated 08,"08,177, signed &' sealed ky CrAtig Pa'711740' P, E Crece 4,IISA, Ina, (!cited 08"'08"'1 7t s igtred & sealed h�), A"Irrinol, P� E 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-013014 A, DRAWINGS 2. COttiphatzee Letter with the Plorida Building, Code, 2�' �20 issued by C'e'Ist- (�'rq?ire Itte., (Atied 06�1 1.,20, rigtied & sealed kj,�, ['arrinc �1, P K co I Drao I inttz ,Vo. F"D 161 1 "led "Istrecaint eatfri le eSleeS L i � 4 It I - Lintel Details" Meet J > U) 1, pre,riared by Craig Parrino. P.E. esiald 1-farch 24, 2 003 and D1 crrvitn� OCT 2 8 2022 vltr- L'T,46,12, tilled "Cii,.Y�Crete 4', 05"Ac 1.2" Lintel "),e4fie Lcuuty"al ..-meaT 1 dit ugh -I sit 3. Ta eflat -o, -ed b), Parrino it E, dared 1-furch - J 2003, Itas! A 0 Cz > 0 I lvision led Jioiie 12. 7r all sit-orta' and seah.: 16117 1, Craia� 1A all), P -In- a"? ,/rn,uurr:y 22, .2`019, CL Virtual Review Assist, Inc. CL K TESTS Plans Review completed and approved [di EdC < A None- n th n for compliance with the 2020 FOC 7th C. CALCULATIONS by Debra Anne Klahr PX2300 i� A`(.,me. 'Aj'.rFY D. Q I ASSU X_-�NCE L By Wianri-l)ade Cl.-motty tit - -sir.gul 0- E. �NFJATERIAL CERTIFICATIONS F, OTH ER 1,, Arficle of Conversban-for ot narne chringe, -_,tj LU efiahayk. Makar, P.E., M-S. C,�" Ifelmy A. Makar, PIL, NLSI Product Control Section Supervisor Product Control Section Supervisor NOA No. N-0630.15 NOA No. 20-0630.15 Expiration Date: On/l 1,11023 Expiration Uhfe� 09111,/2023 < Approval Datei 08,(2012020 Apjutl)s1M Dmtv� W21012020 _j E - 4 E SHEET NO. May 27, 2022 PA 1.4 r - _dd-111111"id.dd, ..I _r___"I L /T a : 7.z., ., ,� did, R I I 01 EC01 I --id, in_ I TILLIFFMOVING 6:1MOINNORIN'd COMPANY, 'iI I - I— " "'" ' ' ' d ' ' ' ' """' . . ........... . .. --'----' L' I I 'k., ivivik 'Ek tl%b_,�t III " P1.1tv .... ... ... . .... disist';j�ti= -tindi - - � - E-17---iEd, d .., ,, , , d td�dl dstis� RRMRT NQ,-� 2104720.011 DAM Al 28 Sol PRODUCT CATIPMORY: StdStiti PRODUCT SU66CATEGORY- tizal Podoob PRODuCil uAMIll 20 GACE GALVANIZED S7tfikSTORM P414EL MANUFACTURER� Qlabild-ft NIOVO4W ... 4MIG -1t ,,EN S tat 1, Devie� a . -4 - I - _RURF9$F, OFfVIALUATOW This is _a sitiNnst Viditivatlion, Rl isothoO q Wifti- A, Tifilt, Jr,, Pte, (atial I , - - j. 0 Ea I =9 ITv 1 littlE �� hit G tobal Prottatiatin Protal Sta, 1. 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Cut, fold up & torripwa-dy V;Curxe- weathe" . _1_0�' __ ", 2 / _-� r, - - - _j� ',,�,�, -, 1:: ,,,-; riss, e 1 Q P f� � I � � � - �, 1 2 1 : i L��I 111,� 1� , apperWages it, a 1--anrncn- to ----nei��-- 4 ��-,i _r,1,,,3 �)! thf,'i r, �- o- wL �4 - r , - --- s 11 -_ - Cn 1 ! ,- � � I � � " f1i; , ,, � resistive barrier above header to allow for 1,,III"- �, , I I I- -_ -0 "T--. CL THESE DETAILS ARE GENERIC AND : 9II� E ,.A-, ,-v �4 -1-4, "L i `iiii,I, flashing 0siallation "" i � , �_ _2M _' U) < ",, � L." � a - I- - %iE:Af4T 'TO SHOW GCNERAL rLWol IING Zi 50r-adneTe0 flasilirg p4u5 licad flaus"nioguinjer ,� __ " -,,I,, � , � __ - 3 � V - I r I r . - -__ - - � I - - - 5 1 L, - - � - - __ ; �� ,.:_ - - �_ E Ii= _+ -- iIf-f_ �f�� 'Vjiir Wn- -_ [ I , I 9 E - III 3 Wali: " -� �i',,S V i� �� I �j �;.� - a -I. ,; i [L- �ni� Et S- !�I al k t= R inso0led of, f- 0 in k � TV4Ttr,t_ idLiLl il -E �! ; , 9 I 11� " R70 3 - . rr n r c, W;--,� � t� r, _ � ;:� LIt R703 2;-� an - ' __ - sie(J, , - .Irt E - - � E E F - ttnnEze�fLl EEF 7��- .I � �L� = n 1 � a - , � � - - � i-I , � 9 � I I . - � . � weather resistive barner .1 ) , � �', � 1 , 9 I li � � I - L .1 � . - 'I - - - �. 1 -, - - - f.- � _ i�� - - . - - � I A- 'AQ1�!I_5:_ -, f '-- AND WATERPROOFING METHODS TO , I � I I )eathin9v shi�,cl� i:,�o6s.? � L . 1,11, , � - -0, zii . qt,� . , - / t � 0 2 N q i -,,�',-_�!e�l�,k�� A ,---4��Ci�,'�i��?T,l��-,�i,-��]-�-, NAvw- �� 1P _k ��*nr,�-4,uflz C el 7,�_�ssl A t !Lja�stni- �1 WV � . -I -_,-.,I,4d;- D rsap-__-�_ Thp � $1 " '4 � j% . *1 I - � 3i Fold weather reste0ve bariverback ovwr head - -i .... r _ - ___ _____ - - " � � I . 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Fl,,ASH"ING S-ELF-ADHERED FLASH ING r% r% � i I�11 U-nc, ,,,'��,:.,�,,�,��,--,-, - 1:;i � FLANGED WINDOW ,� - E � XA/P Exception � ,`��hc,rjll ' - . es� �s,l -ve �-arrer t��`_,-�t I- amierd over wood -based F,tieat,h,,�,ng. lias �a ,,vatiar resistan�:,,e i - - i I F u ,EXTERIOR DOOR Viii'lTli ,_';F-,,',K - z-F=C'r]CJ-N A - � 1v I 7III � I ;j 11 s,' _ . FLASHING iNSTA.1,LATION AFTER WEATHER RESISTFNfE BARRIER � i W t 1 ,1� I - WPO2 CEM-'T'= FINISH SlLLj'POTSHEI Fgf CHIlsir"INEY SHOULDER V III u %j I , - - - __5 _ �� - r - L_ - , , � j�- E � 1,__- �Irt(7 �� _ - - - k, � I . 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