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Home My WebLink About6399 Ten Acre CtABBREVIATIONS 71 GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET o AHU - AIR HANDLER UNIT MO - MASONRY OPENING A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2 0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED Al A2 FOUNDATION PLAN 1ST AND 2ND FLOOR PLAN N ALUM -ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2.1 SALES OFFICE PLAN N AT - ALUMINUM THRESHOLD OC - ON CENTERh$`~` AB - ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 3.0 4.0 MASTER CHANGE UPDATE PERMIT COMMENT REVISION A3 A4 STAIR DETAILS 2ND FLOOR -ROOF FRAMING PLAN Y o °O AVG -AVERAGE OPNG - OPENING "' BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN, ,r k BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS BLDG - BUILDING OH CABS- OVER-IEAD CABS BIRD PUBLIC FACILITIES LAV 0.5 G.P.M. 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES a k4 �, z -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES _°t 2 BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS 1 uv ,y =O BTM -BOTTOM PED -PEDESTAL S4 FRAME WALL DETAILS v`,fn o BUC - BUILT UP COLUMN PERF -PERFORATED CAB -CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC S6 SS WALL SECTION DETAILS RETRO FIT DETAILS y.`: w tr CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS CLG HT -CEILING HEIGHT LB -POUND JOBSITE CONDITIONS Q CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT S11 PRECAST DETAILS CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL S12 PA 1.0 PRECAST DETAILS PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.3 PRODUCT APPROVAL N N `n F � CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA 1.4 PRODUCT APPROVAL i- '_ 'O � � CTR -CENTER REQD - REQUIRED CJ -CONTROL JOINT R/A -RETURN AIR ❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS _ M �r m } M M DP -DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS N V -0 -0 . DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E s o DIA -DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS o o Q DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS S U � Q) Q DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS V) w Qom* t DW -DISHWASHER SIM -SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS i � E M DR -DOOR SHLVS -SHELVES CHAP. 10 "� a 00 ,� DBL - DOUBLE S/R - SHELF & ROD DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ❑EGRESS WINDOWS - ELFC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL EXT -EXTERIOR STRUCT -STRUCTURAL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS o L v� W O � FR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W (D W � ~ _j W ~ z of o � -j a o a ¢ o o w LL GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q Q U ~O < o o -' z O z 2 o o z W � Z , GB - GRAB BAR VIF - VERIFY IN FIELD GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: � 0 CJ O Z � [L W w W � � Z) Q Q p w Q° z w z O W 0 W a GLS - GLASS V - VOLT to u_ Q O Q ~ o o Wy GWB -GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD HVAC - HEATING, VENTILATING, AIR CONDITIONING W- WEATHERPROOF P A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH HB -HOSE BIB W -WIDE OR WIDTH HC - HANDICAP WDW - WINDOW CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z " INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 1j) MAX - MAXIMUM A.5. DOOR OPENINGS: > (n O (0 O MATL -MATERIAL MFR -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q 1 - M O M ti MECH MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q LO - MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR J 0- (n LL d- MC - MEDICINE CABINET FRAME (!) ti MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Q W Q Lq OF DOOR I— M A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH �j Z00 ( M SYMBOL LEGEND . 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 `� 1E _ r eV Q < z V C) ❑A = STAIR CALL OUT HEIGHT OF Al3E---SHEET NUMBER STEP DOWN 1 INT ELEV NUMBER CALL OUT - PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES W O O 'IT O = SEE FOOTING STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS p SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR i � V ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N No ELEV NUMBER A9 ARROW SHOWS UNLESS OTHERWISE NOTED `� PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT O = OUT - SEE LENTEL EXTERIOR 1 E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE E `- o. >✓ l ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER CALL OUT -SEE LEDGER SCHEDULE 4A15 2 SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND o LOCATION OF CUT ` SHOWS COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. _ \ � �EC�� CCO 00 N o o 3 DIREOCTION OF VIEW V N N MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKERDEC q �L�� 2OLZ L o N , 0 N , 0 N , 0 N , 0 N , 0 N , 0 N , N � N 4 00 o ' In r co o O M O r- N ' o M 6 0 0 0 c- O o OCT 2 8 2022` Ln > L N I co u7 (0 1 r` CO Z Z O w Virtual Review Assist, Inc. o in rq rq A Ralmby Plans Review completed and approve for compliance with the 2020 FBC 7th Edition Debra Anne Klahr PX2300 O -� O W U F— v � _j re Q 0- LO —0�} 00�w ZW�— r— =co0z LENNAR TAMPA DIVISION cDz�w 4600 W CYPRESS ST SUITE 200 °� 0 2 z w zzu- TAM PA, FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS N W N O g< z }.. < UU)Zz 813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z =moo U Z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 O a INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE M LJJ C S z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL Lq 2382 ADS 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 1 WJ LO O LAST PLOT DATE C04 14 Cq DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK Jul. 21, 22 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS U�'I= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9-112" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN O REF O WASHER 8O W/H 9O 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 AO THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20 x 20 DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY D MONO FTG 16" x 12" DP (2) #5s CONT. EE MONO FTG 16" x 20" DP (2) #5s CONT. FO PAD 24" x 3DOP" x 16" #5s 6" O.C. EA. WAY 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 FOUNDATION PLAN - ELEVATION B 1 /411 = 1 1 -011 N N O sy hze N Cq LO ® 00 LO gp +� .o z W w 0 z a nN O E -� C) M N Ol N U � � m C: W L L W O � o O U_o 0 Q t U�� . }� (0 w QC ; E M W L O H Q. 73 �y III W W O W 10 W H W F--Q W2_j x�qQYZa. Z O2O Ja~Q�DcLLUOOO LL QI- U QOJ� oWWzo3owo 0Z20O - m DZ[) i C�0O Q H� "-W��aWozZOZ�Wp_2Wp<0Q o2a❑¢ ZoLLQ LL a Q O O Z N OW D) ti I-- co O Q CO � LL z < W < Lq I--��z Z V Z W Wo �o N N O N rl - N i O O 00 0 00 r O N O O — N N C) C)C) N N CD N N CD N N CD N CD N O N N 00 O L6 1 00 O, M r N O cM N d O � O O O O T- O r � 0 Cfl 0 C N N� j 0 0 N 0 M 0 'd' 0 to 0 (4 0 f� Lo � 0� Z Z o C)W4_0W oW� U H > 1-1 O 0 _j Lj a Qf W LO —0 o Zw~p �W Q �moz E- = f= V z J N z � >-�Z0� >-13� :2 M �ZZIL N w N O_32z Ua,- z U) z Sao ryo.. z U U � Oo a Z z W CV W �i / O LAST PLOT GATE o >0 Jul. 21, 22 Z O FOUNDATION J PLAN B 30'-0" 13'-3" 11'-1" 5'-8" D 00 i 3 1/2" v S3 HD SH2AT 5 EGRESS 5068 SGD ♦ _ - 2868 co M 0 d BRG WALL FAMILY ROOM 16-3" x 15'-2" OWNER'S SUITE 8'-8" CLG wA�L 13'-0" X 16-11" 8'-8" CLG 7 5/8" 14'-2" 4'-6" 5'-6" X-4 3/4" 7 5/8" NOTE: PROVIDE 1/2" PLYWOOD 1 -2 DRAFT STOP IN FLOOR 2' 0" TRUSS SYSTEM FOR A 2X8 W L MAX. AREA OF 1000 S.F. (PER FBC R302.12) CPT. TILE — — — TILE ------ �— — DRAIN — — — — — — — — — — — 00 — — — — — — — — -- — — — — — — C° 2X6 KN �TCHEN to co WALL OP Q'_7" X 14'-2" c Co N SHWR HD AT 34 1/2 REF — &VALVE '_$" CLG BRG wQ 5A76 rn it I WALL z a YU) II RANGE W/ OWNER'S CAFE N 1=w ii d HOOD BATH 2868 N � 8'-6" X 14'-2" 0° ;; nno GGU)< 8'-8" CLG "' ii O 0 TB S3 o 0 ° ---- TILE _ II CPT, TP 1 iv u 2 A7 1 LIN. � A3 PLUMB ° - DW (C0 ' STACK o WALL I bo 7 5/8 7 5/8" 1.10" 4'-10" 2'-2" 40 2'-10" 5'-8" 1'-11" T-7" T-4 3/4" It M I W.I.C. Lo TILIT Com Co(0 BOX HANSEN PANTRY N N A7 4Ef I of DRYER I of f° VENT I (o PWDR ;.r, (o= GG BATH (0 U) W/S AT I 6" WALL 1 S3 60" AFF 1 2868 U _ BRG 00 — —I —�— WALL N D S&R P-M OR F4 N _ r LINE OF N r[RATED MIN FIRE 4"� N L'. INSULATED W/H T FLOOR DR ,fi( WALL ABV WEATHER (3) 2X4 RIP r B.U.0 W/ 22"x36" HTT4 AT I ATTIC I PROTECTIVE BTM & L ACCESS J BOLLARD --10 MTS20 9 AT TOP 4" INSULATED -- -- $ BRG. WALL 3 --1 -- 7 A3 -- -- 42 H. ~ 6 SLLO`PED TWO CAR GARAGE LO 5 WALL 33 19'-3" X 20'-0" 1 4 CPT -- - FOYER TILE D I 3 12 1 - I � 1 i Up -----------LINE OF GARAGE IN I I TIE BM SH 1/2 34 I 00 ,/ I AT 10'-0" HD AT 7'4" co o TEMP.GLASS a �311 /2 I W oo I O H 11-9" 3'-11 " I ~ a I H B — — — — I 16070 I NOTE: ENTRY SEE SHEET S-11, S-12 5$ X 5 -4 11 '2382' FOR LINTEL 1'-4,, L 2'- 1'-4" 4'-4" 2'-3" 16-0" 2'-3" CALLOUTS & DETAILS 9'-6" 20'4' m o0 30'-Oa' ao w HQ TIE BM TIE BM AT 10'-0" AT 10'-0" bo m o0 w HQ 14, FIRST FLOOR PLAN - ELEVATION B 1 /4't = i'-0" 0 ao M J A S3 I001 3 0 N LO 0 V) N M 8" FRAME WALL- 9 N 30'-0" LINE OF ROOF BELOW 9'-5 3/4" SH25 D AT 7'-3' EGRESS NOTE- 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2XVS UNLESS NOTED OTHERWISE TOP AT 18'-0" 20'-6 1/4" 09 bo I 2668 (0I °6 I o I L' BEDROOM 3 eM BEDROOM 2 R & S 00 11'-11" X 10'-11"L 8'-0" CLG "U) 8'-0" CLG (4) 16" r w N DP SH N UQ(9 3068 BF ow r2668 a ih 2668 io I 2668 (2)2068BF — — � (o R&S � O TB 2668 7 22"x36" - w A7L266 ATTIC "� w BATH #2 v ACCESS N `� A7 TB N I Q I ow V-A/C RETURN UNDER I I I Oj AHU l��h __a w m BEDROOM 4 co T �� `"' I 00 1U-11" X 13'-0" ao _ otS I M 8'-0" CLG I o I v I I 00 � L2 o N CV N LO N 2'-8" T-9" 5-7 T-9"1'4" r.1'-0" 1 V-3" 4" ME LOFT WARLL'--,, 12'-0" X 16'-0" R & S 8'-0" CLG _ BEDROOM 5 11'-11" X 11'-11" I l b 8'-0" CLG �s I I / ^ ` DN 42" H. LOW i SH25 j� WALL — — — HD AT 7'-3" L___I R & S I EGRESS 667 --- - 3 ----- M I ----- 11 42" H. S6 rYP. 10 SLOPED LOW WALL ROOF - --- $ BELOW I _ 7 OPEN TO I v ----- 6 BELOW 4 ----- I 3 4" FRAME 2 1 WALL 36" HIGH 8" FRAME CONT. WALL RAILING I SECOND FLOOR PLAN - ELEVATION B 1 /4" = 1'-011 F B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY 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 O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 0 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 SO. 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 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43,7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N =-z :x LO I C) CID Ln � ` a a R}� 9 l� +�. ell y� w -.. O w 0 z - E W L U 7 M N N UA, Q -000 co W O U o _E rnrn o Q .N Lu �� N CN W L 00 E i 2) 7C) C) �0- m H Q 70 L'LnI �LL (6 W0 W � W J W O W F-¢ W �� 0_ Yz W z O < V" Q ¢ a X J � O 2 2 Q Qz,L,�_z�� Q J O �¢ U 3 aw�WOZOW00MO 0 LL ¢�QpWQoz�ZO�oa W �F- Wo ¢ az W¢ O LL 0 O z W O1— O M O Q � M � ��L.Lti z LLI IN—CKCLM 00 >- < Z C)F- Z W Wo O It N N O N ti N i O O 06 (O 00 v-- O N O O T N N CD N CD N CD N N C) N N C) N C) N C) N N O r O c- N M N 0 0 0 0 0 ' o NLr)�o0CD0000 N cli d' L6 (O ti Cr VJ z z O oWU) per-' wU�' - 0 Uo�o F= 0 a- a w li-- z� � Q r- a �moz =z l=F- v Z J N 00 ��z° M t_zzLL N �M W z z Z ¢ O ry Z F_ U U g Oo Q z z J N W O 04 > C) LAST PLOT DATE Jul. 21, 22 O 1 ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /211 = 11-011 1" NOSING SEE SHEET ST 1- FOR STAIR DETAILS HEADROOM IN STAIRWAY NJ TO BE 6'-8" IN ACCORDANCE m W/ FBCR R311.7.2 ti 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. N WJ 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) �S) MSTAM36 STRAP EACH TUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W F- 0 z W W 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, Inca Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O a ��xu P "J &.o� 9 LO OD Lid 4 w k C O W�// W in Z t nV) W V' W L '0 q 0 C N N v A A, CO Q 2 00 _�'L VJ — U_o N Q s �6 }� �V) U W Q� n CC) E L C0 70 0 rz, D�-- a —F-a V, W N LLJWO2Of QLL�Uj W WJ2 F- �WQz O>W<'0 0 z~ JzLL0z�0Q1J O¢ Q Q 1-c3(092Z) <ofQ Wz0E00Mz0 O z aO rYLU 0W0JgZDZZLL0 � Q 0 W Q_W z a QOW LL 22WZUQ OoQ o LL LL O O z N OW F- L 5 ti M O Q M L0 W "ice- � 0- or) >- Q Q 00 z U LUz� W O �o J �- N N O N i ti N O O 00 Li c0 00 0 N 0 0 / / ® T- O N — O N O N N O N N O N N O N N O N d) N M O Ln M O M T- N o M N O CD d� CDr- o o � CDO co Cn N Lo j o O N O M O 'CF O LO O (D o F-- I I I M� (n z Z Z W OWUI~-� �WU) O �0 < I— 0 a LO -a V) Zw�Q 'W W Q =co0Z r z N v z tz 3:J 00 �}C<� i— z of M �zzLL N W N Oz r' U d } W C0 Z �Q0 Z U U � Oo �-- m z z W W J N WC14 ' n V / (=)LAST PLOT DATE O Jul. 21, 22 Z 0 o j DETAILS GTcr_G SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 '9 CJ1A N CJ3A N F_ CJ5A I (V 0 O O N 30'-0" Q M LO tQ Cl) Q U 0 0 U U U U =106 3 #`�� E A U =10 6 3# A6Gr, 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 IACCESS A1A 1 AHU Al Al A3 A4 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) -Z A5 U=1088# U=1008# A7G -Z i r m w EJ7A C3 J U i � 12'-0" LO M U U 6-0" Q U 1'-2 I 7 7/8" �j j l li CGE 19'-10 3/8" 10'-1 5/8" 2 SECOND -ROOF FRAMING PLAN ELEVATION B 1 /4 = 1ID -0, 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"I A.F.F. f PLUMB CUT/ 12" TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. CJ1A TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. CJ3A 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. CJ5A 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS 1/2" CJ5A CJ3A CJ1A Cl) 0 (V LO 12 :��l 2 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER 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 approvers for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 A"T"TENITION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 69 Span Spreader Bar 60 degrees or less 1/2 I I 2/3 to 112 I Tag line t span approx. 1 Tag line r 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. 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLIE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY • I4i ►�� OAD DESCRIPTION INIT. DATE 1 f Created from 2386 model AS 2/16/2017 1 LC9 JTH 12/13/17 1 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 CARPEN"TER I� � CON"IRAC°TORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 201 r7 LAN# SCALE N333525R 1 4 "=1' N N 0 `r LO 0 e LO a� W O i - W 0 z Q n, E W Lo ? 8 N V W 0 u 8 rn o VJ ° U_0 Q U�,q —i E W L M L 0w°HLL_jOfgzW Q WLL� x Z O-X� YOO QJU)3!WU)V�-U LLli ou)W0 owoomz -z�QQ:C_j < nj�ww FZ oW° �u�O X<� �Fo��z WaQ LL LL,¢ O ali O O 04 z W O� ( 5 ti 0f-MO Q w M r- W ti — I— 0f M Z V W W J0 O mi W N O N ti N O 0 00 c4 M V o N 0 N 0 N N N C)C) N CD N C) N C) N CDN N N O N O N M N 000 6 O O r C:) (6 C) co NL0 �0000000 It L -t— C-41 cM I I to C4 ti CO Cn Z Z - z O owu) 0 C) 0 EE LO -0ZWF-H F-° W � I_ 0� =MOz F— z n v Z j J N 00 >- � z w M �ZZLL CV Lu N O j Z 7 Ua z Lu z r<0 .. ry Z U -�,e U � O m � Q z Z J N WC, ^ V / 0 LAST PLOT DATE O Jul. 21, 22 Z4-0 O 2ND FLOOR ROOF _I FRAMING PLAN B ROOF FINISH PER ELEVATION 12 ROOF SHEATHING �5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT 1'-0" VIAl NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 3/4 — 11-011 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS ' MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL A7SOFFIT 3/411= 11-011 N o N N N 1'4' 2" 2" FALSE FOAM LOUVER DETAIL TYP 8if 6" o100 o 00 EPS 04 FOAM iv BRACKET DETAIL lit Tuyr 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. —15 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 11-011 3 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV 0 o 0 o a 8" V-0" V-0" V-0" 4111'-0" LEDGER DETAIL 11 3/4" = 1'-0" 8" TRUSS HE CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" _ T.O.P. 1' -0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" SHINGLE ROOF FRONT ELEVATION B 1 /4" = 1'-0„ 12 51 _.,.o 4" STUCCO BAND WEEP SCREED -01, 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 7/8" STUCCO OVER FRAME OCT 2 8 2022 CONTROL JOINT T A/C UNIT AND PAD 1 ST FLOOR FF GRADE LINE 3>R�EAREVATION B 1 /8 = 1 -011 / • FLOOR •- in�lmi�ilr ill of �i�� nmin ELEV AT 0'-0" _ 1 ST FLOOR FF - , 12'-0" 7/8" STUCCO - �_OVER FRAME CONTROL JOINT -0" MID WALL WEEP SCI ------------------ GRADE LINE 1 RIGHT ELEVATION B 1 /811 = 1'-0" UKAUL LINL---� CLEFT ELEVATION B 1 /8„ = 1'-0„ 5/8" STUCCO-7 OVER MASONRY �2'-0" A/C UNIT co AND PAD VR/\ l Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 6'-11" T-4" O r SLOPE 5:12 I T OL U I T-0" RIDGE VENT I I SLOPE �5:12 I I SLOPE I I I 5:12 I I 10'-0" RIDGE i o VENT ------------ I I N I I ISLOPE SLOPE a 7 � 00 5:12 5:12 6'-0" RIDGE VENT SLOPE �5:12 SLOPE L-- I PLAN B DROOF 1 /8 = 1 -0 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 EXISTINGSTRUCTURES) 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. NLUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) IDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N 0 N LO 00 ' LO W 0 z Q LItn N u- E 0M o W L 'L (y)0 ti N �% -070 2 A m A� r o 2 0 2 o V/ } O LL: 88 R Q sU .N U W Q� n W L 0()o E a> r a0 -o r F- o. w L °LLi uS WO~ QW z _j �Y° � �w�!W UO_jO Qax QU ~~� QZ ZLLLOz20°-F WaoOW UZ) W z Q ww p QI�QO�H�Zgwp�U°Q LL oQ o 0 0QZ�¢ LL �a� O Z N � O 5; (n O O M Q Lq w LL ti W F— of IZ M �IL2 o Z C) Z LU J O O A N N 0 N ti N 1 O 0 00 m 00 0 N 0 N o N r- N N O N N N N N N N N N N N N N N CV O r- O V N co N d, 0 0 0 o o � o 6 0 � a N - U-) ) j 0 0 N 0 M O 4 O 6 O CO O � c- 00 U) z z -zO O-I--+ W oW) U ~ -r--+ V_ o o V) zOf w�� I- ~co0z � = r= V z Lz J Z > 00 i-2iz� }it2 M CLzzLL (V w N OJ<z U) z =Qo Z U OU 0 W � z Z Z W J WIN 0 0 LAST PLOT DATE O Jul. 21, 22 z EXTERIOR J ELEVATIONS B & ROOF PLAN 0 0I1■ I LAM' ==I M� � �1■■�■W1N1iAlYlYllIiJWV�:.1N1WiL 1YIIL IYI� �I ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /41N = 1'-011 LINE OF ROOF — —.1 SECOND FLOOR ELECTRICAL PLAN B 1 /4N' = 1 1 -0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST & FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 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 Z 8 ZZZ \IRA Virtual Review Assist, I Plans Review completed and fltr compliance wi#h the 2020 FBC 7th Editiop by Debra Anne K1ahr pX23BD ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH Fo SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o z kS �� 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 OSTRUCTURED WIRE OUTLET 6 SWITCH AT 36" Cn 3 WAY SWITCH AT 36" c 4 WAY SWITCH AT 36" —Q PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR V SMOKE DETECTOR -U-1 8- UNDER CABINET 18" rS-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 FF24::;9 24" VANITY LIGHTING grrF 36 :FuR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN Zb& DOUBLE FLOOD LIGHT W/ COVERS AND C3 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION _ffii_ft;3 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER (T� THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N (V 0 N ' N o t - r a • 00 Gp z f k} c 9 O - w 0 z N NLO� E n, > 0" o M N N N O M u a �� } co .E t o O 2 0 Z 6 }< � Ln, U w CC)_ 00 W Nr. C M � P a a Qw OH_jofYeWW §zF W z UOWW3:W O La VW U ¢CYXJ zwOz20QI_JF¢_ o UhotEOOMOZ 0 0 LLz zj U)>_0zLLWO O JQO2Y�W 0 W ¢ a Q _ 620 o� o o¢z LL ¢ O ¢LL O O Z W O� W ti cM 0 Q M rl- LO wLL ti L1.1 0-Ln I—�M 0-z 00Z < U w W JO O O N N 0 N ti N i O 0 00 (O 00 f 0 N 0 0 N N O O N O N O N N O N N CD N O N O N N 00 O 6 o0 O M IL N O cM N 4 O o rn 0 o o O (6 o ' O N NLo j o 0 0 0 0 0 0 CO Z Z —z_ O O-�' w�_I->- � Uo�Q 0) � V) oWW-S ZW~� r =m0Z I— TZ z � n V Z tz j J z cV }'00 2zw M Z Z U_ CV w N O�z>z U fL } n z z �Qo � Z U g OU MMO W � Zlul ¢ z z J CV " W O LAST PLOT DATE Jul. 21, 22 z 0 1ST & 2ND FLOOR _ ELECTRICAL PLAN _j B k�, F 1 1/2" FILLER d- N v O M 3'-0" 2'-6" 1 1/2" FILLER 2'-6" 3'-6" 2'-0" 1" FILLER C) HOOD 4" BACKSPLASH--� T REF SPACE VERIFY W/ MANUF RANGE 3'-T' J, 2'-6" J, 2'-6" KITCHEN 1 /2" = 1'-011 4" BACKSPLASH HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ 3'-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 5 OWNER'SBATH 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" 2ND FLOOR FF - ELEV AT 8'-8"IV _ T.O.M. 2'-6" 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE J, 4'-11 " J, 1— 6 OWNER'S, 1 /2 BATH - 1 -0 12 UNIT'2382 - B, L & M' - BUILDING SECTION 3/ 16" = 1 '-0" 2 KITCHEN�ISLAND 1 -0 N ap A cD N - M , N bo O ao HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER 7 BATH #2 FOOTING SIZES AND RE -BAR L c 0 3 KITCHEN 1 /2 = 1 -0 3'-4 1/2" 2'-9 1/2" 8 BAH #2 1 /2"T- 1 '-0" ELEV AT 18'-0" ly T.O.P. ELEV AT 10'-0" 2N6FLOOR FF ELEV AT 8'-8" _ T.O.M. Ah ELEV AT 0'-0" _ 1 ST FLOOR FF 2X6 KNEE WALL TOP AT 34 1/2" WIRE SHELF "HANSEN" BOX r----- I ,-mEI I I I I I I I 220 VOLT ir------ ---- I I C 14 1/2" X 16" DRYER VENT RECESS 4 UTI�-l Y 1 /2 -0 LT�USSES -ENGINEERED _ — _ BRG WALL GARAGE NE I T I I M I I I I OCT 2 8 2022 Virtual Review Assist. Int. Plans Review completed and appro for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 10 UNIT'2382�- 3/16 B L & W FRONT SECTION - 1 -0 N N O N �t LO CD r h�00 B 0 r�R O 0 z Q '- L0 I- E � 1 Ln �� O co 0 W U p cy v N M 3 } N V Q�� ti r> 2 a M O 2 0' 4-� 0 9 Q O o Q t U } . N w I-: N n` N s` W L p rS i� � a� LLJw W (D O L uj W O 10 H QU: W � �wVOOO OLLY Q�J QQ �00 0�J Q �O�Oup�0M LU Q�QZ OzLUWO�Q�ZWWQ� �- aWF5WWLLof F-— YZQQQ OQ o =O O�QLL O O Z N O F- (M O Q CO� (/) LL ti M 00 Zvi �Wz JC:) O A N N O N t` N O O 00 LOCD W 0 0 CD T_ N N N N N O O CoN CD O N N �V N N CD O N N N 00 to 00 &M N O r O C 1 O N 1 N "t T rn 0 0 O O o - CO 0 0 � c o N > O o 0 0 0 N ' d l() 0 0 co 1� r CT ' r^ CO VJ Z Z z 0 wW(D O CUo I— Lj O � a .l^^l -0 LO , VJ zW FW=—Q O�� =MOZ (�O!-W N z� 00 M 0-zzLL Z W N w N O< <z ) r z Z FQO U O0 O z Q Z Wi W N N 0 0 LAST PLOT DATE Jul. 21, 22 Z0 INTERIOR ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE 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 Z91I11E l : L`l_G190411,611(il8011 1 N7 &O THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: i111111156W.'" 61mi lin 11911110U0 91*7:I M" 10110116yIM 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 TUPS 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 MMl ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, iS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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. /. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L1240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-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. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. 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 - C ncrete overpour and mortar along the foundation perimeter must be removed beofo a exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF /-29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. nInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 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. 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 4y, O ' 1 i qY - r,'., y, 00 x -LO a Q o LD r ryN ❑ Lu Z Q ^N 0 ^ 0 W\ L �O "? 0 0 C)�ff�'' C-, 7 N V 0- 0 rn m W ❑ O u o } O �- o Q i U - ci < .(A Lu Qv N N 7W L 0 V � a a W W C7 W ❑LLI Uj W O� WWQ �� i W�YZOLY z 0 O QOQ�Q�VO0�0 w❑-Jut � LL Q U � � � W ?�X J¢Z W LL 02200F'Q~ OWaWL)z 0 O LLJ�n�tYQD U Q~<065< LuZOp�O�Q LL 00 W O O Q a§ Q <l- ILL LL 0 0 Z N O D ti CM O ® - 1 cM < U) 2��ti `-LO M 00 ZU< Wl_I.1 0 O m Q0 N N O N i ti N O O (0 o0 'T- CD N O N CD N N N C) C) N C:) N C:) N C:) N C:) N C:) N C) N N O A o0 A o N 4��ooT CD CD CD 0 CD 1 �° e N '�l^ , > 0 CD N CD M CD d- CD U? CD 6 0 I� I M1 "' Z Z O rV C)}' W W (/) LLI 5; C) O vo�Q -0 EL ^ rr^^ OW HQ i-m0Z = H- = Z 0 L:J N M W N(D L.L>- %0 r � M �ZZLL - N W N O_j2z 0 W Z Z Q O ■ z F=- U .1 a 00 W Z Q Z Z LLI W ' ^ N N V / 0 LAST PLOT DATE O Jul. 21, 22 Z4-; O STRUCTURAL i DETAILS METAL !LATH WALL .SHEATHING I 11 I II Ll t I I�-•��. I. �1) I I 160A3. V,2" LONG (34!-1' CROWN) STAPLES � 6"' O.C, w'1ERT BETIA/EE (af1 i w l l 1 I 1SGaAx1-1iZ" L0NG 13 4'fi"1fi S °LDS (NOTED 1-1Lt .,...i =OFFSET CROWN G T a�Pi S � 66" fERT STAPLES IEETINEiEIN STUNS AS SHOWN .. IN70 STUDS f NOTED THUS,. - ETAL II C E T T L RED'. 013 24L1 SCALE: 304" - 1'. „ "DETAIL FzACEEDS THE REQUIREMENTS FOR FSOR 703,71 LATH' "ONLY APPLIES TO LENNAR TPA[.aA -* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-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 01,1 15/32" CDX QPLYWOOD OR O 7/16" OSB + + X + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH 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. + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" tt 4'-0" Zd++ + + ++++ +++ ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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) r Filler blocking 1/8" gap ° x FILL CELLS STD. 900 HOOK BOND BEAM U) W .. ............ .. ..... .... ...... Q STD. 90° ]� CONT. #5 CONT. #5 HOOK BAR BAR OOC .. ....... .... 45 CONT. FROM ETOUHIGHESOT 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. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. Clinch na when possible ils 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING t/$' GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coil imn w/ marls 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 O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I NP 3" 110d1 nails at 6" n c_ higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below. '-�, Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) o CD 6 A 1 z" ROUND HOLE MAY 6,6a 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 (if) 2 3 4 5 6 7 B &875 10 111 1z 13. tR otan2ular Hole Side (In) 2 3 5 6 8 i 0 Any 16°" joist Span (11) 3 12 1,-0., 1" 0"' 1 1 1'" 1 -2" V-2W 1" `�° 1'_3`. V-3", 1 - " 1 -g"" 1 7 2 14 2!-! 1"' ., �. �," " 4-�"' 4' � .1. 5 16 1-D"' 1'_1" 1.2` 1-2, .E 7. T-5- T-21" 3-10"° "'-9" -T' 64" 7`-2- 20 1'-0"' 1'-1 " 1'-2"° 1'-?" 2'-0 3" D,< 4 1 .< ° 1 1 ", 6' 1 1'" 7"-1 1. 8`-11=" 4 --0" 1 1" 1.-aa 1, 3,r f-5", 3'-7' y- ,^' 10` 7a-2," Sa-, Rd _i, 1 . NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 0 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500sw 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 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wic:j min.) Nail with 10-1 Od nails. \Install tight to_top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o LOCATION OF SECOND H10A 03 SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL d I U, 9 =1 1-1 11-1 1=1 1=1 d d. I I• a": I-i 1=1 1=1 I I-1 I I A. d I —I I I —I 11- 1 41 ° e � ''I ;III= �. .• i i' . —III,; 1=1 i 1=1 11=1 1=1 I I(=I FINI GRADEI- I I —I 11—I I I —I 11—I I I— —III—III-1 11=1 I I —III III—M1111 III—I I —I I —I I —I 1-1 11=1 11=1 11=1 11=1 11= 11=1 I I I=1 I I —III III —III —III V � SLEEVE THRU STEM—/ ° SEE PLAN FOR--'°• a . • • ° FOUNDATION INFO ° d STEM FOUNDATION GRADE REINF. SEE PLAN rv%, �,nrxx,+ rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Illy L----� SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE a d d - ° d ------------- - - - - - - - - - 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 ° ° .d ------� . a --.-- — °°. c�" na ,III—;1I1=1I1=1I `� :` a ,a I1=1I1=1I I F -1I1=1I1=1 a d. a �i �I l l .�� ------ SEE FND. PLN. SIZE & REINF. OCT 2 0 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N - F LO �'' m� � o 00 LO C " e Q za y� iA W O � z 9 Q ^N �O^ o 04 N V -6- 2 MI),w. E .E o om W � O u o0 _ rnrn VJ O o m Q t U *N UJ QC' N. L o Eco P) t� O @ W 0 W ❑ LLI Uj WI— o!2� 0— 0� w O 0 W�Yzc� z it< LL V 0 0w J O Q (i Q Qa 00O DnO<OLpEoomoF JOa�Z z ZzLL0'QO CL (n 0 z ¢�WOg��-gwo2 o- 0� w4 O E2z<Q i-au 0 0 c Z V 0� U)Zti [] � (D Q U) CM Lf� GNt (J) L L ti W Lq I—olf0-C') Wo-2ET_ QD Z U Z 3z W JQ 0 N N O N ti N 0 O 06 cm CO o N O N O N r- (N N O C:) N C) N C) N C:) N C:) (14 C) N CD N 6 L6 o0 A 1 N O N t 0 O 0 0')O 0 O 0 G� 0 t� s= N Lo W > C) C) N C) C+) C) 4 C:) 6 C:) O C)V, ti i u) Z z O O _ � WU 0 UJ U) W ~ 0 Uo5o JV O=W HZcl�F Zm0 oOtzW 1Q� z IN z 11�}�� }.�z� -ZZLL. CV LLI IN O < z U°->_W r z QO z -se U J 0 _o W IY Q z z W J UJ N N 0 LAST PLOT DATE Jul. 21, 2 z O STRUCTURAL — _I DETAILS III !I 11 (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W (NP') 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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD*:L (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. 4 FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB a. a MIN PSI MAY VARY PER - 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 M00 _ D co 6 MIL VAPOR I I D I =1 I== z BARRIER I I11I a I I I111 I ® • • III= cV COMP. SOIL. III ° r (COMPACTED TO 95% —I I I I =III=11 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 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" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z TCi j '—'' I=1 I 1=1 11=1 I I -- `�-J `� • 111=1 11= �' "' ' -III—III—I I ., d: �.. -. � : • - —I I I —I I I ,. 4 11 °° 1IIEIII III=1 I-1 I r I III III= SEE A/S3 OR J/S6 li l l l 1, ,lll � 1, � �l l l- FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2.) #5 CONT. ON 3" CHAIRS (TYP.) � D =1 11=1 11=1 I I —I I-III—III=III I ' 1=1 I I —III —III —I o� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) I —I I I —I I I —I I I- 9 8„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG 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 N ELEV. 0'-0" A.F.F. d G. 'rt a. d.... ° p. . a ° a . ELEV. -0'-3 1/2" H d ° d d_ G d A.F.F. o 2x4 CONT. LL 44 ..d. Q: Qa d N ' ` d GARAGE DEPTH VARIES A. d a .d 'A. GARAGE SLAB AT STEP rB_'� SCALE: 3/4"=V-0" T. 5/8"OR 1/2" HIGH STRENGTH ` (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 31/2" MIN D n D °D. `3 1/2"(min. - 4" 111=1 I 1 MI V,° • —III III —I I I- =1 11=1 I —1 11= —III III _ 11=III=III=III III=III I''- = (2) #5 CONT. 11 I I II I I_„I I ;,111='' 4" U.N.O. MIN. TYPICAL BEARING WALL (aD STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c0sG 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.\✓//� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY \ GoN ors 8" C M U FORM SUBMITTED WITH PERMIT TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH —, III, III III-1'31/2"(min.)-4' 0 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �3 1/2" MIN IL `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) z----INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 III—III=1I11_'� 1/2"(min.)-4" = I —III —III - "(min.) - 4" =1 I I=1 I I I =III III �� 11 —III—I �I I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=T-0" S3 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (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 SPACE ANCHOR N SPACED EVENLY FIBERMESH BOLTS 6" AX FROM WEEP SCREED INSTALLED BAR o END OF 2'M PLA r= 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D E ° ___ GRADE - ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° �' ° [GRADE 60 MIN. Fy= 60ksi] —III—III—III m ° D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a D z " ' g I —III —III —III ° I=1 I=1 —I I - W 1=III=III III D• A D.. _ °O 6 MIL VAPOR BARRIER -1 I ( I I 1 I> D ° 11=III=III -11 aO ' I-1 I 11 ° I I I —I I FE I I I —III— r #5 REINFORCING BAR R 1 7/8 . 1=III=III=III=III=III=_I _ _ _ _ III —III —III —III —III —III z ' III II —III — III —III —III- N z I —III —III —III —I 11=1 I I —I I _ _= "—"'—' #5 LAP SPLICE _ II II • III=III — — III—III—III—III=1I1=III- N III11 I1=1I1=1I1= ' I=1 11=III=III=III=III= � T COMP. SOIL. (COMPACTED TO _ _ _ III I — _ _—�' 95% MODIFIED PROCTOR ASTM �—ELI II—I I III=III=III-III D1557)„III„I I I—III=III=III—I 11=1 I I —III —I 11—� 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" d - - d' GRADE 50 ° - 1I =1 I_I=1 11=1 11=1 11=1 11=1 I I� I I ----- -1 11= 1=III—II— �� I I I I I I I=I (1) #5 REBAR w/ OPT. —III—III—I I1= I1= I I=1 I I= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV �I —JCl) I JII EII1=1.:..•..:.' a III II I� —I�IIII111 I..9: ;. d•; li 00 I=III—I I I=4" 11= _ II I IIIII I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT ' - - a INTERIOR 2X STUDS @ 24" O.C. U.N.O. d e o GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ,TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 r WWF OR FIBERMESH N I=1 1= 71 M 6 MIL VAPOR BARRIER I=III—III= I I I � I— ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 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 &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE rr j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. v7 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 & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-bk COMMUNITY SPECS �' •Fir MIT MA11911 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 M . -' o 11—I--— (2) #5 CONT.--_ ON 3" CHAIRS (TYP.) 8" 1,�„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S 3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ^M a — 00 ____�- 1-1I1-1I1-III, III III , `o iv ,�I d I � � II11, a a —III= „I ' I SEE A/s3/J/s6 -1 I I „III -III III III 4" 1'-4' - 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" �,13 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE c� ;III-1 I I'° a. °. I=1 11=1 11=1 I I —I Z = � I —III —I III —III —III —I I I� w 0 W U) I I �I I II I II • a• . I III=11 �111 ; _ z z U-- `� ' I �=1 =III=111=111=III I I III=III =; FOOTING w -III III —III —III —III —I I III —III —III— U 11=III-111=111—III 11...111-III—' PAD REINFORCEMENT BEYOND =1 I I=1 I I —I—' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N 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 Klahr PX2300 S] N N CD N LO CD w LO {1" a Q T = e yt .Vi ✓ R 2 O T, q .¢p x,Y W 0 z Q A\ n' � E > 0 M 0 L Q � C ti tn N M V �� 2 M A� E L :E W O o �} Oro Q C) iu Q _ •N n, .0 w Qv N cO E W L rS W W W oLL! vib W-l- W f--Q Ir JF�2~OQ' Z �o�_j<0 a��00�0 Q Q U � 1- �OOQzWwgZ2�p'-QQ CYw�w0Z0ly— 1 in Z� v CY Z � o m� z y o Q�WO�� Z Z LL O W 0 0 d �W620 LL 0Df o < oQZ�Q aLL U_Q 0 O O Z N OW DO ❑ F_� � O Q U) M L0 � Cn LL ti W <UaCO Z I-' W� W J O O O N N 0 N N 0 O 06 c0 r 00 0 N 0 o r N N O 0 N 0 N : 10 N N 0 N N 0 N 0 N 0 N N CO O L6 r DO O CM r r N O M N 4 O V O, O o r 0 r o 0 ' i N ,^ L ♦ L_ >(1) o o;o N Cyi 0 41 0 l6 0 CQ 0 Il- r I Cr 00 VJ z z —z_ O OWUF~--� O Uo�a Oa=� LO 7 L Q r' �- Q =moz I— z [V z 00 �2zof N W [V 0a2w r— Q UU)zU, z ?Qo QU J OV O� m Q Z Z Z J W N Lo O LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL — .J DETAILS —MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 7P) SEE ELEV. I II SIMPSON SP2 w/ (12) 10d II NAILS AT EACH STUD CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL iry�dill�ll��[1lditi7 L�iI ►�Ii Ifftcff! STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J c a.. A ,. a. e o a g• 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: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O 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 _ - � Uu 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 0 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ;. d SCALE: N.T.S. d a .4 e. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 2� ❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING n ❑ ❑ ❑ I ❑ ❑ ❑ ❑ ❑ ILJI 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 / SFF Off, N 2x CRIPPLES @ 16" O.C. VII/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 iOLID AREAS ARE iTEEL AND GROUT ULL 8x8x16 BLOCK )OOR 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 a 9ARAGE 1OOR UVIJI\ I I1/ %_,F\ 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 EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER w () ` (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 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 STUD / \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 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 ROOF TRUSS VLUPLIFT MOISTURE BARRIER CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL —A W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A f /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 1, SPLICE STAGGERED • N . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+ A F= 2240 LBS J'+ SIMPSON nc (P.T. ATE auwraUN 01-4 SP2 �uvlrwry —10� ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 d G d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON QC SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 OCT 2 8 2022 A, — Virtual Review Assist, Inc Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END Lu co �z � 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 �r4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (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) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT IOXIED 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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. ,%ba... 1 N 04 O N r r=3 N y � O 4t 9 .41 f g.. t 00 L0 yyyy, 5 S'0)5 I Z Lu O w ❑ Q ^` W E L > 0 110K o Ln CY) N N V ai p - O u- o Q UCH �V) N .= V w D N o Et? D L O� m LLI LAJ (D ❑ LLj US W O F- W Fw- Q 0� 0 Q z 0� z 0 Q U Q I— Q�X j�O��p�LLUpO❑�_O Z) zU_LL_z:E0 F—Q Of 0 OROOmZz cai (� U) 0 z �Oa�zYOZzLLpwO0a J¢F-< WW 5 �wi32U❑Q Opp o oQz�Q Q LL Q O �-- LL O + Z CV 0w U—) ti z ! C)F c)0 ILL 7 V)z 'ti^ < LU < Y J I— 13� 0- M 0- V-- 00 z C) z� W J 0 (0 It N O N I r` N I O O CO r 00 r- O N O N O N r N r N ON O CD N CD N C) N O (V C) N C:)N N d O LO c0 O MV-O N MN O O O r 0 (O 0 E E N'^ L / O O N O . C:) O O O 00 Z Z Z O _ C) WU�'- WWU) W O Uoofo -O;a -0 � W F- z W ~ r� Q =co0Z rrnn V z J Z 00 >- 2 Z N �- W N 0a2Z U�Z Q ryZ �Q0 C) Q OU O J W z z W W N N L O LAST PLOT DATE 0 Jul. 21, 22 Z O STRUCTURAL — J DETAILS SIMPSON HGAMV w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP 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 911 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS rIF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - 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°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "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 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO Sib 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '• BLOCKING 7116" OSB SHEATHING ENDt�xz ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED • 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 10/S6 j 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) 112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 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 @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 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 - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 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. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP N " SEE STRUCTURAL rri CHORD BLOCKING N NOTES AND NAILING 00 00 x Ix INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS li� 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" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1O/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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL 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 BLOCKING, FASTEN WITH 1Odx3 @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 1, l" 1. ULP11lll Yt.7 GABLE END BRACING DETAIL 12" SH SCHEDULE ITTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "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 w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FPOM 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" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4„x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE.3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w IL \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 2x4 BLOCKING—,,, 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C177 GABLE TRUSS . . i TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 - 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. C'l w w0 0 o 0 z o w W � m - 0 o 0 v of w — — — — ' o � — — — — o � w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION OCT 2 8 2022 -E Virtual Review Assist, Inc. Plans . Review completed and approve for compliance with the 2020 FBE 7th Edition by Debra Anne Klahr PX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. N o N N ° } s oa �' «t ,` LO o y 5 y1 00 lO pry W ..z a Cz W w W 0 z C^n` N L0 ; E o � W L r^' M N 6 f�' N '_ V) U -0 00 M Y/ 2 0 2 o �} °� 0 a "o •N .� w N #t i o E �. w uj (j W o H WI-Q ��' �QYz� z 0 Q Q C) ��X�ZO�0z�U000HQO ozoi2oomzz 0 ocn°O COWCl' mod>zYOZz�0W° -' U) Z QI--wog��-�wp2EUQ 0W o 0 oQzq�¢ �¢LL O O z N O� 0 p cM co LO Q �� F_ W a. CM Z CU Wz� J O O N N 0 N 1 ti N ) o t CD Coo V CO T— CO CD N O O f N N o O N N CDCD N N N N CV CD N L O N N CO O— Ili Op p— A N O C'7 N 1 4 O 1 CD 1 & CD 1 O r 1 O f 1 r CD 1 CO O x C 1 N� > o CD NM�u;�ti o C) C) CD CD L 1 00 r^ VJ z Z O own C) _ � V��o w 0 F—O�a a ZWF- 0� Q =m0z r z N `�O�?J 00 �2zOf a. z z LL. N w (V OQ2z Q ULZU) z � z �QO � U 00a tr z z z J W N N O LAST PLOT DATE Jul. 21, 22, z O STRUCTURAL — J DETAILS I I. L1_I' I I Igl1 a "j, II' I II'I (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 ISHINGLE ROOF NSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7/16" 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" 0/C WALLS I �- ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS —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 `o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J F- 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C lu, rBARRIER TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E SPACE INTO APPROX. EQUAL AREAS. Dz FLOOR SYSTEM ER PLAN O 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 901100K (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 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT W a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. o_ a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE C ^ . -'a d ` ' FINISH GRADE 00 4 M --xm II—I I I III _ _OP 6x6 w1.4xw1.4 II=I I—.. I I=1 I I I °' - o III —I � _I I I —I I- _ WWF OR FIBERMESH I. II I II I r I IP�EI I II I I I II I ° I I II I II I �I I I[EEI I V r II .III III III a. III—III— (3) # 5 REBAR ON 3"CHAIR -I I i t I I " I IT I �I 11� \--STD. 90'HOOK — (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION i SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD A / 2nd FLOOR WALL------ BAND JOIST I� *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL — SIMPSON LSTA24 STRAP w/ (8) 1Od 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 'END SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. 10R TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED —FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odxl 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"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" �"S6 FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSS) 0 SCALE: 1 1/2"=1'-0" "6,,-) 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.15 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 .- c �a.° °°. - . I I —III =..° °. I —I I I—III7 —III III— I —III F T,I l l l l i l l 11=111 111111111 (3) #5 CONT. ON 3" 8" 1'-8" 811 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. W W x a O co ,--rB). 15/32" OSB EXPOSUREI SHEATHING x X PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF W NOT FULL F HEIGHT SHEET C z z G FLOOR SYST M (2)- 2x TOP PLATE I �C BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W x SOLID 2x rn C BLOCKING @ ALL C SHEATHING 0� EDGES (SEE OPENING SECTION X-X w a0 C x � w X E W 2x STUDS BEYOND. X SEE PLAN o O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING 1/2" S 1/2„ S 1/2" GLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". H z (Z) 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 COMMI O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w - 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER L LL ¢ r O rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ crFOOv) 0U)M-,=) ¢ z © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL cv W O MEMBER IF GABLE END '� LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 L AILS FOR WALL SHEATHING MUST BE MIN.131" X 21/2" NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE FACE MORE THAN 1/8". Tom/ SFF'O<gNl'L 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 NAILS @ INTERIOR HEADER: 81, O/C TYP. 8" BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oxT ?/ FLOOR TRUSS / FNi,,,_OR �RFAM 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 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1.4xW1.4 WWF OR FIBERMESH E ° M a- Q' -I IIIIII�IIIIIIIII ,. . �a III III-111=I (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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 118" THICK. SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 171777 -I CO o z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2620 FBC 7th Edition by Debra Anne Klahr PX2300 y N N O N C) co LO D 5 tar z w pv3 1scJ O LU a E (I1 L = � O Q Co� V) V Q v m AA,, '� t o W 0 U o OLLC' �Q r U�� } •V�`% j W D_ rn cCO) E� 70 }VLF� V V 0�0 0 w oL U) wol- w�Q 0 22 xgYOZof Z Q(Jx-j Q Q E— U F__ W�ou) 000��O ZLLLL_z�_j F-Q Ou�°��oZo�oomzZ 0 w w— w U) O zz w }— Q?¢OwQNzwz��0 LL Ow 2HI- 2MM Q LLQ O`' �QLL O O z (N 0 U) O 0 CY) 00 <CU)MD7 LL 2 (1) ti W fy_ ICCC Z M ILG T- Z0 Wz� J 0 J Ict N N O N I ti N I 0 0 ao LO CO r- 00 — O N O N O N c- N N C) C) N C)O N N C:) N C) N C) N C) N CV 00 O Lf� 0p O A r N O CO N 0 r 0 O C) O O r' 0 CO 0 t� N NLo O O O O O O O U i� Z z O z Ip}' W W W W o0 LW-3 V1 ZW F-� Lr�of =m0z N (^ v O j J z> 00 Iz}0�2 >-2z0f M _ZzLL N w fV O_j2z U 0-zv z �Qo z U OU O a Q z z z LU W N N LAST PLOT DATE Jul. 21, 22 O STRUCTURAL — J DETAILS -MONO 1/4" MAX 2'-0" BTWN.SOLID BLKG. AT TOP ARCH BLKG. & BUCK ---- 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFEIk 41/2" DRYWALL DOOR JAMB (REFER 1x4 I« UISTVVHLL TO PRODUCTAPPROVAL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. UXX44. FOR C x4 1X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"TAPCONS FURRING INTO STAGGERED @ 16"1x.. TAPCON @ 16" O.C. & 4" 2X8TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END W/ MIN. 2' EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116"APPROVAL TO PRODUCT FOR CO,*2" (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLYw/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 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/ BLKG. 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. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW —_,------- CREW 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" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 u +5A NOTCH WEB AT FIRST 2 COURSI "" '-- ;APACI I Y = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT PRESS PANEL REINFORCING INTO PLACE. `';•_: 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 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. T' OCCURS COVER 6'-0" F.F. ° E -`--�T 1=1 1F�d 11=1 11 gD. I —I I I —I 11-1 11=1 11—I I I I-1 I M I I=_III- ' D 111=1 I 1=III I —I I I —I 11= D 111—I 11-1' ° GRADE D. D,II11;,111- cC D z N � •D " \ D (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 M YP.) FHE S milli IFITAT40 Ed obiffive-11111 ME FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENC_= TRUISS'IDIESI(314 SEE NbTE . BELOW 2x SUB FASCIA ALUM DRIP EDGE I ERAS ALL TYPE -� - =1 .,' f ALUM FASCIA PFP P1. AN I 1 314'TRIM PAINTED �S NAIL W `YI E" MEAD F C.:HANI AFL, -I - ! DIA € `Y" 0 C ~A-=TENED .3 -NTF N1F1 � ! I 1 j k � ;F T 'I� ENS ELF � R 1-iOLPIII SIDFF'IT Ct:9°aT tea' IJANLE : TO, J Zy BUCD KING NdAILE7 TO TOP 9LD0KING wr U N ■NLS i H0PD F CRY OTH-P, TR2 S9 01-12d AILS', TYP 1 G_t= e DL L ER TO �`ERIFYIF. E_'":fIL�� _UFFi MATERIAL SPAN C.AP CIT-ES EASE: I iDN THE DESIGN PFEvS'S IRES SPECIFIED FOR COMPONENTS AN . CLADDING 'LISTED IN THE CIF I Ni CRITERIA C-N SHEET SN, FOR SC F- T ATTACHMENT AT WALL PER ALPHA ALLIMANC. FLU'# 113544 F'tS F' 'F_OC IJ TAPPRICVALj F CHANNEL FA_TaJED TO: C105j WT NAIL .007" D4.4 Ii2?24 r1.Cv. Yale _.101'°' I111N EMBEDNlEN`4T _ VA-1 .D t! q 3µ ,, 16 IAA_ 3!4"x1,1A` t.,RO�N'N STAPLES @ 24" MAX. O.C. IN DIANIONLD PATTERNS tiL B FAQ. LA W1C" !: 9i .`4'`x 1,+4 - Ri:)1�714 ZTAPLE EAC.,H t- R� -.'' F _.G 5� STRUCTURAL- SOFFIT E 3 7 Iry" '" 4 FOR dALU M INLIkI SOFFITS WITH SPANS k 09.23 2C21 -1' 4 'NSTALL M0 SPAN BL001KING PEP THE SOFFIT FL PA NST.ALLATNCt\N CRITERIA *REFER TO. THE PRODUCT APPftOVAL FOR INSTALLATION DETAIL.&* 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 (2) 10d NAILS @ 8" O.C. OPFRygy TO TRUSS TOP CHORD 4F + + yCTF/ PLYWOOD SHEATHING ++ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT --1+ 7 PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RrAI F• RIA CCC CLICCT Ill AAIII z O U) 0 W U- U 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 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 1st 4 COURSES SOLID W/GROUT 6 a a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. av'' •: a' OVERHAN a: RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 INISH FLOQR >' D �' ° ° p #5 BAR p 1'0" a 6.° CENTERED W/ 90° H D IN TOP o KNOCKOUT / N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL I I ° DIRT z STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL j4� SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 2 22 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N L0 tz 9 S9 IV LL z =O -` w � 1 W z SIN W j O 0 W L �0 "? U 0 � ai V -0 � - A M AA,, � z C W O O U o rnrn o VJ � 0 LL o N C .C� }#t .N U w D- 0 L. o Ec 5 70 C) rz, O�To m .- F- n -0 W LLI w w Q ( J � Q O z of Z of 00O0 Q Q U Q0g�cncnLL 000 Z) M,O-oO'� � 0Izyozz(LO.)p� a ZW O UZ-, � Q WO Q OQ o =O 0Qw I— ¢ LL O Z W 0 M O Q U) M [0- 2 U) W 1-- ( ) z 00 < zUla- W W J O N N 0 N N 0 0 CO. 00 V- O N Q C) r N N C)CD0 N N 0 N N N N 0 N 0 N 0 N O7 OD L6 00 O A r N O CM N d 0 O 0 d) 0 p p ' CD A CD N,^ L! W i o CD N 0 CO. 0 d' CD Ln CD CO. 0 ti L �- CO �^ co Z z -z0 _ w W w �n U l--- O V��a ~� a LO .Q � w ULI =000z H z (D O j LLI J N 00 ry)�zz� N Lu (V Oa2z Ua}W z Qz z U Q O o �- W z Z z J Uj N N (=) LAST PLOT DATE O > Jul. 21, 22 Z O STRUCTURAL — J DETAILS—RETRO FIT SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'q 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ri 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING _L� x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" MALL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT A 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 3YP CUT TO FIT \RS IN WALL 2x12 SYP B / BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. 'I EW "A" SECTION VIEW "B" G.1 SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP HN 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS i r`2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING SE 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" CTION VIEW SCALE: 4,, = 1'-0" SCALE: 1" = 1'-0" OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / 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 CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" J 1 /'-NI rx kjUIVO I KUU I IUIN UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10dx11 u !L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" OCT 2 8 2022 \RA Virtual Review Assist, Inc- roved Plans Review completed and approved. as b for compliance Debra Ann lth e Klahrr PX2300 Edi N N 0 a N R R h LO M ? J Cc O LO F a 'a�� w +`'1 W � �s w Z Q N N Lr) L-,) E o W L. � � ai V -0 70 00 2 M s �rnrn D 2 _O o LL. CD � Q �Ci� —t } w QC;t cN W L O C r� O� -0 LU W (� LLJ LLI Uj, W 0 F- W~ L.- f J � Q Y zZ � Z Q°� Jo H � JWohu)'00o C=l�0W�ZO'wO�mzz C) 000 (n 0 z �Oa0ZYOZz" 0Wo Q<WOWF¢-�_gwp�0 a O�oQz < g Q Q LL �Q O O O Z CV OW >U)b 0 � cM O J Lq U) LL ti I—f1pLq .cM Z U W W O O N N O N L ti N i r O i o ,F CD r M r O N O N O N r N r N O (D N O N O N O N O N O N O N N 00 O 6 T- M O, M IL N 6 M N d- O , O & O OL r O r r O 6 O C •tn CCDO >rN O Co. O 'tLfiCol` O O CDVO Cr CO Z Z O p-� 4-0(1)W w W 0 I- >_ Uo�o 1.—W Q 11 W 2 Z Q LU r� 0 ~ M 0 = H Z N fV n 0 J M i-2Z� M Z Z LL- N w N O-j�Z 2 C) IL W z �Qo r Q U J O" oa Q z z z w J WST N N C) O LAST PLOT DATE Jul. 21, 22 z _I STAIR DETAILS Ali! II"Ile 1. ,I — 1 it -_ I'. i'&!�11!Ill 1l1 Fri I� _ 191 44\ 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO it INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED 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 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD — 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST-CRWM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE GTH LEN 8U8 8F8-OB 8F12-0B 3F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 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 17547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20) 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 12093 2781 13643 38 4754 45 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 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 1 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 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 47 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR tNR NR NR 129 250 450 654 4 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 C:#!T-CRl7+E SAFE LOAD - POUNDS PER LINEAR FOOT �ypE LENGTH 8RU6 8RF6-OB 8RF10-0B BRF14-OB 8RF18-0B RF22-OB RF26-OB 3RF3HB 8RF6-1B 8RF10-IB 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-IB 4'4' (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 1 5206 6639 8060 1 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 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=449m "� ■ SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4' (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 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 wl 2" RECESS DOOR U-LINTELS CMM-419� "'� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4 (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41C^wr-�4" SAFE LOAD - POUNDS PER LINEAR FOOT (YpE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-1T 8F28-1T 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T T-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 1 2524 3547 14569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 1 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 ILME 2102 (11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IVA" (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 1151 15 1366 15 1582 15 470 543 928 1349 1649 1 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 (8) 1625 gg 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 (121 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 (1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 (1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 347 10 416 10)1 491 10 566 10 124 200 316 450 1 600 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 CAST-C Aw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-IT 8RF6-2T 8RF10-2T 8RF1+2T 8RF18-2T RF22-2T RF26-2T 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 1 1675 2525 3374 4224 5074 15924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'40" (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 L6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 (151 2322 16 395 589 1135 1514 1893 2272 126S2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 OG UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-0" OCT 2 8 Virtual Review Assist, Inc. Plans Review completed and aWoved r compliance with the 2020 FBC 7th Editiou 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 % o �C 0 0 8F16-1B/1T 8RF14-1B/OT 0 0 0-- 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 11-1/2" CLEAR o C.M.U. G J = � T4 4 ¢LU e J w v - W n #5 REBAR AT 0 ae X - a ° BOTTOM MIN. (1) aLLU001!, REQ'D z d W ° 16 GAUGE POWERS o " ° STEEL BOXED ce a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J Q 00 Ln Z = C9 ZUj = Co � 0 0 #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7 5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8' NOMINAL WIDTH F = FILLED WITH GROUT U =UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N O p 00 3 ( a 1 t Z w 0 LU .N. L❑L z Q nV) ; o 0 W L i `0 r? U M��i, to U _0 y rn M U o 2 0 - o O LLo F Q s U�� .N U Lu QN C 7W L ri .D V 0 ^ -- a W pW W W2 O �LL W W W0W of�YZH z W of2-j¢¢¢ 0��0 L <—jWp QQ W§pzgp pv)O0E00M0z z U �OWOa Y'L (/)OZOZj;¢<WQ55 WWLL Va' � 2U pW 6 zOQ o pYQ LL 0 Ona Z N F- 0 >� o (MO J cc G U) ti W Lf) F— W 0 M 0� a- 2 00ZUFF— WWJC:) O N N O N N 1 O O 00 LO (0 r- 00 v- O N O O r- N N O O N O N O N N O N N O N CD N O N O N 00 O 6 r OO O, A 1 N O M N 1 d' 0 1 r' CD 1 CA 0 1 O 1 O " 0 6 CD C co N Lo ; o CD N `O cM O d- O U) O (D O r-, Lo I CT M� z z ZO �O O ,� WUH-> owvJ O Uo�Li Q it V/ F—O O 0- W H F2 Z � F2 H � =m0Z H Z rrnn V Z j J z N �r [if 2 �z�25 N O2w W r Q Uv'Zz z O Z U U 00 tY z w N N W O LAST PLOT DATE O Jul. 21, 22 Z 0 STRUCTURAL _I DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UN. PILLED GRAVITY G VI Y R GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#SU (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)45L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3'-6" 2'-Z' PRECAST (2) D4.5 WIRE 2 No.3 2912 1 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 1 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435. 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 778" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1 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 11'-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) 7116 strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No.4 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. S N.R. 21'-4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 755 215 2 No- N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED IZ) No. 3 164 164 124 174 (2) No. 5 N.R. N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C"' DETAIL"D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH J `QUANTBY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (-PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)n5L(1)#5U (0)#5L(I1#5U (1)#5L(1)#5U (1)45L(2)#5U (1)#5L (1)#5UDETAIL'H' DETAIL'H' DETAIL')' &'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 64' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7390 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 11-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 - 1568 12-0" 1V-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) 7116 strand + 1291 1291 775 1270 (2 No. 174' 16-9' PRESTRESSED (2) No.3 (2) 7116 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 O No. 3 (2) 7/16 strand + 961 967 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) No. 5 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7/16 strand + 22'-8" PRESTRESSED (2) No.3 642 642 306 599 (2) No. 5 !'; ja. !'y.i !may•+ DETAIL "H" DETAIL "Y' DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLIDUNTEL Ir LOWER LINTEL CAVITY 1 [8x16-P-1L/1U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1)i UU(0) LL SOLID #5 (2) U IT I L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'Z' 74' 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'4' 1 8'-4" 1 8'-0" 1 PRECAST 1 (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 .2!. DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEU �7 QUANTITY OF #5 BAR AT S - SOLID LINTEL I r LOWER UNTELCAVITY [8x16-P-1L/1U] NOMINAL W IDTHJ L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L (1) #5U (1)#SL(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL T' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3`-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 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 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 194' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 114, 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) P;o. 3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 095 1095 551 887 2J No.4 17'-4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 836 836 426 763 (2 No. 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No.S 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 48$ 4$8 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 ••1 .•:ir+ .•i •Q DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTHIj L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAILT' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 74" 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'-Z' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No, 4 2384 2384 1884 2371 I114" 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 + 7948 1948 1093 1591 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 1368 1368 771 1264 No.4 174" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 1008 1008 573 1048 (2) No.S 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 t t `• iCi 4 R"r• DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL QUANTITY OF #5 BAR AT �r S-SOLID LINTEL LOWER LINTEL CAVITY [8xl6-P-1 L/1IU]. NOMINALWIDTHJI] `QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP 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 III L SOLID #5 12) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL 'DH'& J'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No, 3 1819 4139 3839 3839 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 74' &4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 I t y DETAIL "DH' DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR NOMINALHEIGHT 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 REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. ~ PER STRUCTURAL PLAN °J 7/32" STIRRUPS AT 4'-0" cc be 00M (TIED OR WELDED) P, Ln 'n P, BOTTOM BARS v 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 TOP LEG BARS: (PLACED IN FIELD %(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. + M PER STRUCTURAL PLAN 00 M 7/32" STIRRUPS AT 4'-0" cc 00 M (TIED OR WELDED) ^ v BOTTOM BARS SEESCHEDULE 7 5/8" BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL- 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4' SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 42 DESIGNER MAY EVALUATE CONCENTRATED ADS FROM THE SAFE OADTABLES BYCALCULATING MAXIIM MRE�STINGMOMENTAND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)45U (0)#51-(1)#5U (1)#5L(2)#5U I1)#41-(1)#5U DETAIL'O' DETAIL'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 3-4" 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)D4.5WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 ]1'-4" 10'-0" . PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-U' - 10'-8" PRECAST (2) No. 3 2) No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1 1878 1225 1878 14`-8" 13 4" - PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No.4 15`4" 14' 0": PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 846 2 No. 17'4. 16-0" PRESTRESSED (2) No.3 (2) 7116strand + 1698 1698 944 1546 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 12) 7strand+ 1348 1348 753 1330 (2) No. 5 (2) 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 092 1092 614 1167 2) No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 023 1023 576 1121 2 No.S (2) 7116 strand + 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 Y. _r •.A: .,w�. zi DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL QUANTRYOF#5BARAT S-SOLID LINTEL � LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTHJ LQUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL. LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5111U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2)-No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE. O 2 No.3 t) 5413 1WOO 7 2 55 1 0000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-B" 3'-4". 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5-0" PRECAST (2)04.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'-4' 6-0" PRECAST (2).D4.5 WIRE" (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" . 8'-0" PRECAST :(2) D4.5 -WIRE (2) No.4 2158 2158 936 - 2036 ' TYPE DESIGNATION ' " « [8x16-P-IL/IU] DETAIL "DL" DETAIL "DM" DETAIL "DN" UNIT'2382' - 1ST FLOOR PLAN 1 /891 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR I-INTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 l U 0 L fl O SOLID #5 l U 1 L O fl SOLID #5 (1) U (0) L #5 1 U 1 L SOLID # 2 7 L 5 U I) O 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" 3'-0" 7-8" 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" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DFTAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3-0" 2'-8" 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" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 t t • �- DETAIL "DO" DETAIL "DP" DETAIL"DQ" TYPE DESIGNATION Ulm- [8x1I6-P-IL/I+ ] J OW aw TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF#5BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY 8xl 6-P-1 L 1 NOMINALWIDTHJ J LCIA NTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY ll, W&T.-W l Virtual Review Assist, inc. Pla ns Review completed l eted n ' and ayroved vetl for compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8'7c8" PLAIN 8'k8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'4' 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. 417 154' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 Prestressed N.R. 167 21' 4" Prestressed N.R. 138 Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O q A k\ N N �o LO co o 00 4 4 i 0 g i ASv.-y 4 i. d !� ASS Q Z LLI C) W W 0 Z N 0 L 0 o- E 2! O ^ 0 ♦■ U M " = C')0 0O O - ' Q -sU��) •Ln V LU Qom_ y CV I C 00 E �r 70 C) r, Ci s 1- Q' -0 V, LUW W�-1O�W w O� Ix J XZw OLL0O0 Q Q U ¢ :D0z--Z2-1¢Q -j z7)L)w Wp U)WW W-(If �pWzwzOW0zQQ OO 0 a LL IQ- w a ¢ LL ¢ 0 F- C) C) Z W � 'O vJ Z) r- M Q U M IUD z w < Lq M zv� LI..I O N N O N 1 N 1 O 0 00 LO 0 'r- a0 O N O CD r c- ® 0 N I - 0 N 1 ,O 'N 1 N 0 N 1 N 04 N 1 N 04 N N 0 N N O .Lip - O c- IL N O M N 1 4 O 1 , O I & O / O r i O 1 ,- CD 1 O CD N Lo 0 0 N 0 M 0 4 CD 6 CD O CD r` LO 00 U) Z Z o owcn _ 4-0 WU_o�o w Q LO -0 V ~ O 0 0- � ~ H Z E- ~m0z H M Z �= vZ3j--i } 0� 2 5 Z IY ILLZ Z N W N Oa�W f Q UL0zz Z QO Z U U J O O z Q z W -j N N W a ® LAST PLOT DATE Jul. 21, 22 z ® STRUCTURAL ®� DETAILS B x9aW9ZffH fv'ilontill Srr P Bolts V. Dial at325ftallg,' - - ARE Unit &Gttorn "re sl'f i. y t Nut, Left Bracket (16 Gauge) tf 14 $elf-Drilin1 5cfe Thrta B ackeU Hi�sck,C i l , laupli°atrtt lrliril AI 111n,il't Botfr'�tlm Sher ;_T fliW- 3 e 1Tl "Idct f = tsurri use, �; it j. AI uI s .,, �I + u u'te, 11 ;ar:-x oar' Air Bit - . F 414z1 11 kiaFrel4'sras IIiruwvtn';�� sAayJd'rta eaal^mwunn m�@Iltt4lnmst Nvw�tl'dttcrEltA4 IwlH�ff AtNlalyr Bak Cross Support tnit«iy l tit' to kAdi'l I I 111t bracket ket ! I'I.f 0 fA Self-DrlliliN rsl: W4;"tnp' s, � gTYi�t~��'r i�t't't �t .tJL#�i'4ii ti�,�' '�] �.tft tt� rk't� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail AFL#5822•Ra -; ' Entlty or D�4q 2= Data P-dria �g _. DM yen Manulgodi f gggelet Entinoor A,,,,pube Valloi ley Validated 5"�mYnad Eat Approval nova dus Af;,rma(i P 2020 `smart Venl Products, Ins. Ml�ta- Graream Rom- yes F.. N.erp P E,. Locke Bowden P.E, 12ttfir-vZp `132120 1228rc020 Approves Category: S"nroturcal CormamnN lei *41•fl,365 P'y- 3716 034) 3000-7.40 Sutzcalagory: Proo,ota khandweed ors a Rewi If of Infc ssmart�raLools New To w,ow _ compdatica Method: E'aluahvr RePan flan, a Flrxme ReQPIererii,119M e:t or a uxenWa F'lolds Fx fes`s,onas ttrigneer rtasazzaeo n.u..s l9v Ass anpa. Am ridlid1or Was Aoprswthilt 0fo mvao Will Son* Prodlw$ Mada3 fGumbsr or Norse Product Descdodon Cs s'aat ExeWr 1 Dafa In1L' Outside HVHZ Redslanl F:-fie 1 ; itVent Mabg•I #754451 � Dual Function Flood antl Venfil lap Vent 12,31 CJ23 Yes Yes WA �100/=too 2 ,Vent MF 1#-1540-511 'L-F d:rr .-tom antl1e-0atlon Vet 12131Pq� Yes Yes 3,A +10DA109 Vnn1 Mavlrsl 4051"97r: net Wa H Rn i V-I I'111V M1"-"" Yee WA +ttY}d on 4 Vent M.1091540c52e Insulated FII `tent IM$C�02':3 Yves Yes hN.E4, +f ogd-10�0 5 : n'u°ent Model #1540, 524 '16&quct; Garage nos Flood Vent 12151rtos3 Yes Yes N/A N(A 6 .S aaVenl Medel IN 540.5e"0 Wood Wall I"oh led Flood Vent 12131a023 Yes Yes WA +1001-1110 e s1Mnvenf Made #1540.574 14.5&quok Enrage Door Plead Vent 12V3Nrt2023 Yes Yes. Nl WA Florida Department of Business & Professional Regulation P&de 2of4 Building Codes and Standards 125f -2 Product Approval Application detail - C292 2s P Data Ending 1't�d�dm, -. Type Vonion Manufacturer Contact Engineer & License Validated 6v Validated Submitted FED Approva.Y Approved Status Rwision 11N T hernia-TP. Corpvsfr , SW- .;aspersn- L rdon F. :�rnidt, P.. E Ryan ; N, RE 041152021 201RQa� 04=12- -a1 080@12i129 AaPrcv€-_ category. FXtefcr DOM (1l 843.7528 PE-434I (513) 7d7•8555 Sukd atagarfr SWInging Exterior Doc°r Assertr4dios sjasPeraon tnarmatru.ca Compliance Method: Evaluation Report from a m €arda R cliard'aed Architect or a Licensed Florida Professional Engineer F02046"S Products Quality Assuraince Approved for Use Approved for lee ImYzact Design Sell Product Model. Numtmror Name Product Downplion Ceandrol EXptrmson Data in HVH Outside HVHZ Resislam Pressure 1 a--emla�Tru Fibea..Gassie and smooth -Star Nommal 68.#3r" &qust; I mpaot,-qu:et; Opaque 12f$1e= No Yes yea W? , Composite, Edge Fiberglass Single Ott (i,.vMnW0wtsaz V X configu tort, 2 b. -.a 1'.� ='ben -Classic and Sroo tin_ Star Ne ..l 6&#398 8quct;ln- ar•[&oueF =^pique 12f31f2n22 Ill. Yes Y_ QUA Composite EdgeFiberg s Single Dw win Sldefite(eJ (insw,ingliDutswing; XO, COX or 0XO cenfiguralirrn'.§1 3 a Tlrerma-Thu Fiber -Classic and Smocth-Star Nom'ma18&03i" a" I rrpacl&gwot, Opaque 12t31 rl== No Yes Yes NdA Composite Edge Fiberglass Double Door with or ""cut Sedelites (IritaMryl-utvnsN, : or OXXO COn iguneeuonSl 4 dThern-IFili le:tsicand.ymfriotie.'t+t1' NomanalfRX.i�;t7&qu2t;ImpactarlOpaque 12Yd1)2,02 N4 Yes Yea WA. Composite Edge FibergW4 Single Duos (I nsw r9FO waving; x configuration) 5 a. Thera-Tru Fit�P-Classic and Srm0hn,Star Nornmal W39,,,o &quni;lmpact&gavot; Opaque 12f$Vf2022 N•P Yes Y_s NdA Composita Edge Flb"ll Smgle Door -nth �, rlPlrte(sl gnmv+lnQ7C7rrIsv,Y g. X0, CmX or OV) oonfiguraf si 6 1.Therms-Tru Flair-Glasw and Smopth-Star Nominal 8&#VO&quot, Irr"cl&quot, Opaque 1213i/2022 No Yes Yes NfA Compositor Edge lelbergrss Dpubla Door with of wlhaout ;Sdetlites (Ina rblgtCutworing'� or C'XXt3 oarr uralksns) , a- T,r"erma-Tru F oer-Cal and S hootth-San Nominal e A8 &grrCtLn"ct84uot; talazed 12131 i2L022 No Yes Y� f 1A Composm Edge Flberg.a= Single Door {Insv+engPCrutwwling Aurmf5gcroai 5 h.. Therma-T,. Fllber CkaSs� and Snmootll-Star Nominal 5°3 �8 8gt�st;irnpav'°t8,qucrt; Glazed 12 1120. No lies Ies WA Composite Edge Fiberglass Single Door -with _Yfte{a) 0-Angrouh-ing; xa, Cxor oxo confguratlorlsi 9 �I. Therdma•Tru Friar-'Claswand SmounaStar Nominal 8&# 8 &qulot;kr-znt$quax (-',lazed IM, 1f202_ No Yes Yes IvA c:�mposite Eige FibarQL->-� Cu+u hie 0wr vda5 nr h .s�uut �ielr� I rtsuw utsvre x� or GXXc C ins eu.-rragurauensJ 10 j. Thernna-Tfu Fiber-Ctassic and Smootel-Sl'a:r Nomalai WAMTC &quot'Impact&quot, Glazed 12f3l/2022 140 Yes Yes IVA, GnrallaoH+te Edge Fiberglass Smgle [Door (Insvdn�u''C�utsvnng; X configurabon) 11 is Ttdarma-Ttu Filar -Classic and Smooth -Star Nominal 89p0"lrl5gad&qucat; Glazed i2J31i<022 No Yes Yes FuA Composite Edge Fiberglass Single Door wnh Slde'.IIhls(al (InsvAngioutswng, XO, CX or OXC confiG a ratlklns) 12 1, Tllorrwa-Tru Fiber-C'�lsew and Snnon-Star Nominal 83#39;0 &qulct; I n�act&quot', Glazed 1261Y`022 r4o bar Yes fkA Composite Edge Fiberglass Douhla Door vdeh or wsthout Sideri[es (InimuligtOutsveng; XX or CXX0 eamfiguf" mots) 13 m, Tlherwra-Tru Fiber='Cllaseic arid Smooth -Star Nominal 6&# 8&qulot,Inros0&:quot, Glazes,' Molder's ID'31 f2022 No '3'ers '°res tVA Open Compna te, Edge Fiberglass Single Door {InsatnglOutswving; X configuration) 14 n. Thera -Tv Fiber -Class. and Srmaroth-Star Nominal 6&#99,8 &quot, I mpae%quot; Glazed Molded 12131f2022 No Yes Yes IsA Open Composite Edge F'ioargless Singe Door vain Glazad Malted Open Sldetitat(s) (Irwming;Oubafanq; xc7 OX Dr GXC conffgunations) 15 o- T1herma-T. a Fiber Classic and Soh -Star Nominal 8&' S &quGt,f: -.act&qu -- Glazer, Molded 12131 r2022 rho Yes Yes NSA Open Comp. ite Edge Fl�rglass Dotibre Door wi`--t+� Cr w1ghCldt Glazed iM1l okleg Open wellies I seat CSutsvAn XXW rO O anti unoons (n - 11QY g, XX do 9 t Y 16 5d S'rir3ofl=trot p. T�rma Tru F ibsr-Class a and Nnrmiirral 6&#.,£T8 &gt�t:lrr�act$qu(t. Opaque 12.'91/20?2 f�4o Yes Yes. f°€°i, Curnpasite €dge Flbagd.-Sanglk Cos W# tAsalded Open Sldelif� ;s} (I nsv'negiQutswing: XO OX or GXO c^rntmg a faldn�j 17 q. Thormia-Tru Filber-Clam and'SProath-Star Nominal 6&#39i8&guDt, 1rrglaet&quot, Opaque 1Za1f2022 140 Yes Fes Iv_A C�t(wsite Edge Fiberglass^ ou We Daor with or eortout Glazed Molded Coon Sideli es gr s+4 wc),rrs"Png; XX a' L)XX4i config urations} Florida Department of Business & Professional Regulation c rya ,f- Building Codes and Standards sr n1 Product Approval Appiication Detail FEArt5330fi -... -°. Cod4e mot Date Dada oat. p-ainna gar 1Une -0- M.-in-he- C010arl k t Irma VabPrraenA N Il gi S,.,Mad CDC. Aran nval Annmved S�iqu.occ„ Re,islon 2uz) MI Windrxrss� G°oors &sat Sanger L�Robe .,o=amas Steve IV jP&, PE iW1-6* V _ 5..020 10l14!'-20 12t1512020 App,w'd CategoryE1:tador Driers [7'? 3%'i 33w P€•:62514 117171317=8454 SmaCat gaay: 4ukfi 9I'.,R' v. P0. AweamUies bslh lganr§,.hod:c�.xo5 ca,ph,arroa Madlodl. EvaJraaPiorl Repot frcrn a F€xida Reghta;ed Arehtllcal s a Llansed P:oalde p,of-Dan M engkne FLo15£S2•R9Pt`l'tilxvols Conallty Assurance Aoae Apasxmed Ins Use imp A 1 Saa #. Fred IAadel. Nl�bal or Nair ff-gsb t Do$cfixuan CatKfaet Exptratlon Date, Tslaga, HVHZ Resler nt f sufg 1 SERIES 480 ALUMINUM SOD KRIES420ALUMNUM 6- CXCI 12rg1t2024 No 'rims Na NVA 14., 14&quot.c80&quol. NON-REMFSORCEa2 2 SERIES 420ALUMINUI�e SCs SERIES 420 ALUMINUM SOD OX, X°O, XX 1213112024 No 'I as N. NnA a'6aqua:xaeaCoot NOI�REYNFORCED a p[R1CG �Ttl All3Mrr"IJ GC3D n[nrrGneCD OCRICeiaa ALVMINV M+9faD 82e�:fl�rOnoeg oxo 1ualrzaz+ rro Yea ., IUA 145-_Wail of auquolf 4 SERIES 42u: AU"ArNU 1,04^GOOD RF'INFORCEn SERIES 40;b ALOMINI,1L15.C,L RP+hNt',t.„�FiCEJ OY;: 12.aln,24 No Yes N I'VA XO xX g6&gr_m9a&quot 5 SER IES 420 A, UMIt1U 14 SGO REINFORCED SERIES 420 ALUMINUM S€D RE NFORCEs7 XXX 17_/352V4 No Yes r:2 Nil 1434iwcx'. KD$B�;at; May 27, 2022 :1 NOD" W111 :1 :11 Z10-IT/M W1. :111 M" 12 NfAll I M 0 &N As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed 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 supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(5) Test Pressures Exp. Date 1. EXTERIOR DOORS 9Fiber-Classic A. SWINGING ThermaTru and Smooth --Star FL20468 +67.0/-67,0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-410.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 I�L15504.3 +28.0/-30,5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707;727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS - A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +610,0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER I1 I Windows and Doors Series 188 FL15351 1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplai k Lap Siding and HardiePlank Lap Siding_ FL13192.1 - FL13192-2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented.Vin l Soffit y FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C_ OTHER - - - - 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLA`�MENTS Tamko 151b Felt nderlayment FL12328 N/A 6/29/2023 C, ROOFING FASTENERS NOT USED D- ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL1618.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS - A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL - - - -- COMPONENTS A. WOOD I CONNECTORS/ ANCHORS Simpson Strong -Tie - see chart ITS/ Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 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: 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630-15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood €fix Ventilation Vent FL5822.5 +100/-100 psf /2/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be val 2 the performance characteristics which the product was tested and certified to comply with, 3 available to the inspector on the fobs lie, 1) copy of the product aggro � p p p y } copy r u m to removed approval cannot e during inspection. . then o Gts a have t be owe f a I inn _bed demonstrated d u n requirements. Furthe r, /understand e d m s d able manufacturers installation re ui em of the a llc (''j PP q p ' pP JI OCT 2 8 2022 \IrRl\ Virtual Review Assist. i Plans Review completed and approved for compliance with the 2020 FBC 7th EdZ by Debra Anne Klahr PX2300 Florida Department of Business & Professional Regulation Pam 111 Building Codes and Standards i stmi Product Approval Application retail FLk11537-R5 - Ewtliv or 2dg' am emdall ]yetis Vas 4san "amr co d et Bnzneer a use= woad & Y q FBe A r a 11 Sta n FN,Asion 2020 CurNes I',Ao A of AADG, Inc. Tom Ropy UL LLC Troy Bislaw. P.E. 1 `1112020 *?Aif2r,.2b ,D2112020 Appr-d Category. Exterior Dinars 464113.9d-2E13 (H54::1047�0580 aul5Ca4.gian": E`n' ar D6Jr t:CfiapaSCrA.S noun raN:a°,n[Y}a.,aaablayrva Camp&Isnoo MMho& Ceral aflon Mark or Llathng m FL#E1_37dRH Property in d � AA" 'DtseYhv Avu6urt'axrtc@ ArnnIXOlnNd'€tar U.. vim for Pan tl1&1T+5P. a2sl"4l S_* Prsnkut Made" 14u. a or Prooluct aescriarson Contract expiration cede Outside tLV_H eslstant ssu 1 607. 1. 727 47 757. 777. and $47 rings and Pairs of Flusn, Glared and Louvered angle and palm at IMV2.025 Yes Yes Yes IWA D _ hollow mate, . Florida Department of Business & Professional Regulation Pay 1 .12 Building Codes and Standards Product Approval Application Detail FLd'17:J{i4-RR - Cade F or ,teals care Date l'aankHl Data 1im YJISI9C 2R Erse_ ®r&lawn: a 1egll, tall.Etlt FBc Aanrnva ice. Revision 2120 MEWridoesandmorB :uteri stlinger Arrester, Ardlgechoad Steven&I Unldh:: PE 11f1712020 11M7M2217 f1272O20 ApprtAred Cutagnry: Vm..dvrn (:17? 365.33W MararW-Curers Assoclalion (717) 317-8454 C.atado:7d 5fngle Hunt# taafhnge Qnl c m Campllamce WhAntod Csoftaaon Mark ar Doting Ai _ owed fes-uss am-d for Use Deft am"', Rrrdr<s[ Modell. N n�erar Noma (Product 22IM 90 f-aear�t ex1am ?oz5 Dale p Y 2isWa HIM Fieal%Sant s r .c" SMI 5-'x7'_ FInXi..ge Frame P>-:3 9ngb Hang 1dJW12b23 No Yen No +60,-60 Larruated Glass Flordor Department of Business &, Professional Regulation P4q.1.11 Building Ctrs aril Standards 1,5raa21 Product Approval Application Detail FLSi535d42a .' ' Zslq."1 tt1,17t51& rh ter - tollu or .I & Data Pandh'd Poo -. �®. Erxllnaar &lea„ Yana&d Yaw FLOC Amumal A€�d � Rulsion 1020 MI orldows a o Doors el Otunger A:.enean Ar4"lltedural Steven M. union. PE 1WGINI2O20 fim-1 ,.°o20 10r19/2020 Appr-I C*020ry: Stiacaas 171773653300 MarrufecturersA-xiation (1171317.8454 a€bCategory: r`.�'1e 1.1eater brdtiiwgar($mivM.L Complionue a#alhod: CerfT=-tux, Malt or Ll rn:yl FLd15nt51.R8 T'esi€€cis SWa # pia lea dtlaef@l, Number or NAM F^.rr0 Descrintta0 e HS --E.5 Fin and Flange Fravo T3xaK Insulated Glass call Assli- A2gigaid for Use Apt_ dfar Ore lmaaot n oevI Exdirse l Dale tsutwda t13M s 1 0211PM024 No Yen, Na t` 55 Florida Department of Business & Professional Regulation, P.O. 1 Building Codes and Standards Vs, =1 Product Approval Applica�rt Detail FI>r�t53dBR't� - - .. Code Mly or Date Date Date Pegged to e Bad Million MonrdgetuEm � Enrdtsaa 8 Llemse Varidatad Dr valid Esc Armed aye $fah si Revision 2120 M€mndausarul Colas Brent Usbnga Anonr.. Arh nachrreI Stevan M. UjIol, PE I1s,.'2.-'c'Yi20 11>,i2030 11P@12020 ApprW¢d Caegory^ NAadawa (71'7) 365-3300 Man.Naa-II Assdnlaben (7117) 317-E454 SubCatagaryc Faxed psM.ngen�unwed.4crn5 COMP14 C INth'd: Centacatmn Mat%a usling F L#15349-RV4-Flied-Ill Quality Assurance AcorovedforWe Approv�dfar Use Ykw gslsm Berl # Pr. J- t Mr1dN°.fbsanber m hawse Frod-A D-nalan Contract Ermkafion Dane In HVIIZ Dutsrde HVHZ Resistant Press^ 1 1a5 PIN 73 a 72 insulated Glass oV03r2023 No Yes No +Girl-60a Florida pot rtinent of Business & Professional Regulation F'af"c I Art Budding Codes and Standards Ir"21 Product Approval Application Detail C� Et to ar 20 ice. Seim �i.4 Was suer. idia Qualaat. €rmrrn.RSf H' 1�,�g�en a, i( j iw F@C &MMLU1 - Rovislon '21320 rAl NAndows and Doe`s Bnent Sitlenger Luis R Lon,", PE Steven M. t.Irov PE IOld e2020 10M,2320, IOn W1027 12f1sW20 Approved eaa$ery: Nnntfoves (7171 365-330o PE-62514 f71 �)317-a454 amCaliagory: at'--,Illcros bsltIh� GmiYld.=ten cpmpdar rs, Ma1Fnd:, Evalo-, Report #ran€ -a F de,Registered Prcthltecl cra Licensed irloida. FLa1533533•R5 fae _--iE P:ry Raducls INA Frodt�' Model, Numbar or t4a"rea Quatay.Asss Samoa emljurt D0691112110rl coo l Smila lop Date AA22rovm�d 1a _Use humruwrd row Otis Qgag? In;H1fl1Z 0195Wa HVHZ Resin^ l pressure 2 07E4 Varti-al AArminsan Mullion IMIP024 No Yes Yes WA Florida Departmentof Business & Professional Regulation flags I at Building Codes and Standards nw2grt: Product Approval Application Detail Ni.o131921R6 C ,g $ate haflrvu -'da,�sl g Mg�+idw.rer coal leadm NI & ucgi Vandated w ad n1uod FDC Aorn mgg!. yaQ - us Re•±.,slion 20'a'r7 J .o H:ardfa, E`r Ring Prod^ s, tine. Chad t?iar:cks V And," Tan John Saudtard., F.E. m1,+0.5IZJ21 12M IM2o 'nVoort- 1.ad FBI. Apgr° Category: Ford Wads (9051 54"359 PE-816'62 135213874526 saubCal.q.nr- Cti_q cnad.ei.� a$t�am.sh dl Camp#erica Mall Evelu _-ice Report fr r a a can PlA da Registered Archlect -ra Licensed €latch PSafcsnlanal Ewp.rner FL -R6 Radval Assrs. �rarp_- A-., 9 imvp_.r. D a� Irrpduae Model, Numbar or N.- Product Des.,Iptlan Craaract Exnhaffoo, 04. in HVHZ t0sdstda7MVHZ Rslssawl Pressure 1 r1--pnerrk lap Srding F,_-censenl lap sling 1✓f3121; Yes Yea A=A NxA kardewank Lap Slams titer-c-ement lap sting i21317202a Yes Yes NtA, N;'A Florida Department of Business & Professional Regulation Paaa2of2 Building Coder. and Star rds n i Pfuduct Approval Applications Detail W.Y4aBAd'e8 _.. gam. Do Version M lUfactufer �@, f &minaar-4 ucens@ Y daEad�Y Y H rK Aar status Ra�+4�siafl $G2ls Rk$Ida P4YCk Thompson 'Lyak�n P. Schmidt, P, E. Raaro d. Idn„1, .E�� 0-.,i,,, t'.'=Y ,-;�,572021 O'".122c-_. 04P....921 ppfgMad Sall Fora WsIs t, 3307 922-2389 PE-434GS 1413) 76T£555 subcategory; Sdhts nthanpam�alside.cx1: compliance Molhod: Evaluatlon Fo5p t tram a Florida Ragistarexl A4on°,act ulna Liamsed F1oddo Proha ,omel Er.jr r FL�P72-R5 Fioducr_s SaaSE PtodL.t Madek. Numnw or rLarna ihoduCt �Doscrlotlon ISM Comrintt Exo"nairsl Doe A_RRIM1ttgrsusa, &6S'. In HVHZ O IAL40 NVH2Solvent-1 Il l a &quoUra.qud; Split Vent «Solid viral Souk Iwlr2023 No Yes fla Hra. 2 b &guo1.A;8ance T4&quo1; -svttt Vent a Solid Vinyl SIR 12PW2023 No `Des on WA p�&aua Greennitiar Vintage 8eaded&#3a; Some Vent or Solid Vaey'l 6atflt 12r1,�92023 No Yurs Na PL`A 4 d.&qud:D5R,qunC';^S." Vent. Solid Vinyl Salt °"Wir023 Na 'res� No rVA 5 e &qdd:Charter` OakBqum Send Vent «Solid VYnys Su6a 12f312u23 No Yes Nu NVA 6 n &qua,Super Spa`Rsoa t Sell Vent a Send VNra1 Balm `Z131fo23 No Yes No WA Florida Department of Business & Professional Regulation page t 02 Building Codes and Standards Product Approval Application Detail FLNI01244M Coda ErMIIY or M .4 Date egirr ins 299 Version Manullaulua coui er & LicehSce Valireaad Sv jgd Eh A1d9mW Amull sod R-r- 202J GAF Michael Soon Robert Nieminer Jahn 9Y. 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FF"F- Ec"�S'v fib aslogo vrerto u- --dcr gete, 12011=2 Y- r.-A WA ri-d Ran El -re, 5 MT2UHS 20 ali� li e,"grat true. .-tater pon- 12,$ 1 P2092 Yea Y- TUA WA 5 IkIry.taiea- ftlmi Drerd 9'1�Avl 5tnr�'j B-d l`Nn' Mmrd 03t-" �2022L Y- NIA H"' 6 TL* NT18 Is tgl. glater 12r.1 rUYd2 Yes Yes Ina; Well TL20, UT20 2o o'L meae -nedr pkat- 12-1312M2 Y.. Y- NIA tl;.4 W CT 2 8 20 =3 Virtual Review Assist, Inc. V2" Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 M C— > U) O M > 0 CLL (D -0 0 LU z SHEET NO. May 27, 2022 PA 1A a) (D C_ FFM Cn -FV a) > C- 2 CL 0 E= Simpson Strong -Tie 2020 FBC Approved Products, Updated 12r30fZ7i220 E= Simpson Strong -Tie 2020 FBC Approved Products Uptaneu 2,13012-320 Simpson Strong -Tie 2020 F13C Approved Products Updated 12]Wr420 Simpson Strong -Tie 2020 FBC Approved Products Updated IZ'3012020 CL 0 For direct linkshiall EST approvals listed below, Cl CK HERE. ri I = l - For &-ect links to all SST approvals listed below, CIIS�v H - 1! 1 Z 1426 1 Li For *rm- links to all SST approvals listed below, - Ll'.�_gr For direct links to all CST approvals tasted HER M --C) I For additional infortruition regardin g FI Wide Product Approval bQrystam and IlAami-Da de County Nd Ice of Acceptance INCA), j C. U". Far additional Information regarding Florida's Stamaide, Fror1w t Approval, System and Miarri-Darla Covrny insire OfAcceplancs 04A), For additional Inforplaten regarding Florida's SiMookio Roduct Approval QyOem and Nitirril-On do Courry Notice of Acceptance iNOA). For addil Iona] Infarration regandin g Florida's Statewide Product Approval System and Miam-Dride County Notice of Acoliptan oe (NOA), (D L) U) FL#2365-RT FL#J0446-R8 FC#104516=R5 il HUS, HUSC series hangers Face -mount hangers available in vAdths ranging from 1-5/8"to 3. CU L-0 ca - U) 9116'and heights ranging from;4-5flf,' to 11" Concealed flange (D L) §S_q.# Product Model, Number or Name Product Description §RSL#- MO a B111111L MAUL� W-unim 9 N.Um1a2L2LURM_e PolidmiA Description version (HUSC) avaitebte for models having vlidth equal to or I Then Stainless Ste-1 Concrete Masonry Screw MN -SS) 114�' dia meterTiten stainless steel masonry screw I A-21, A-13. A33-434, AM, A44 Angles An 1 BT, BTB, STH Brick Tiles greater than 3-9f1 6". C= 0 L_ 0 (D 2 APA21 . APA4, APAG, APVA21, APVA4, APVA6 outdoor Accents Angles 2 CMST12, CIMST14, CMSTCI6 C-Ceed Straps 12 iUS series hangers Face -mount hangers availab� in vviefths ranging from 1-718"to 3- CDL ?g: s API_4 APP-44R, APVW6, APS66R, APBM, APE188R, APB1010. APB1010R: APV844, Ounincr _ents Post Bases 3 C814, C816, CS16, CS20, C322 Coiled Straps 5/8" and heights ranging from C-1-114"to 16`. 0 LFL#9589FRS APV944R, ArIvEdij, APV866R, APVB88, APVBBSR, APVB5010 APVB101 OR 4 HPIA, CSHP20 Called Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5 25-SUS Face -mount hangers CZ 0 16+_ M 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT21R-6, APVD_fT2_4, APVDJT2R-4, APVDJT2-6, OutdPoT.AP,errt5 Deck Joist Ties LZ CTS21_8 Compresslon[Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 0 > Gen 0 Product Qe12de_fioa APV1D=P-6 a DSP SZ-. TSP Stud to Plato 16 LUC-216Z, ILUC_210Z Face mount hangrom U) -0 E 1 SID-10112DUB Outdoor Anarnird Connector Screw 5 APHH46, APHH40R, APHH610, APHH61OR Ouldocu Accents Heavy Hanger 7 H11, H10A, H2.5A, H3, H6, H7Z, H10, H16S4 H16-2, H16-2S HorricarieTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9119'to 4- U) (D L_ 2 SD9112, SO9212, SO10112, S010212 Strong -Drive SO Connector Screw 6 API-4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Pleam-tf>Column Tlas 8 HGT-2, HGT-3, HGT-4 Fteonv Qrder Tiedown 5/8" and heights ranging from 3" to 1015f1E"_ - Cf) cu CL 3 SD9112SS, SDI-S12SS; Strong -Drive SO ConraectoF SS Screw 7 APLH24. AFILIH24R, APLH26, APLH26R, API-1-1210, APLH21OR Outdoor Accents Light Hangers. 9 HS-14 Hurricane Tie 17 MG U3,63-50S, MGU5.25-SDS; W-U-1-50-SIDS, MGU6,61, SOS, MGUTOO-SOS Face -mount hangers C- (U 110- _*� 4 SDCF22434, S-ac;F'22512, SOCF22614, SDCF,".'700r SDCF22858, SDCF221014, Strong-DHvar SDCP Timber,CF Screw a BVLZ Brick Vferree- r Leatter Connector 111 l-SS2-SDSI 5, HSS2-2-SDS3, HSSZ3-SOE3, H__S4-SDS-, Heavy Stud Shoe 18 MIU series hangers Face-mownt hangers available in wdths ranging from 1-9116'to 5- U) SDrCF4'21124, SUCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Tie-, s1 HST2, HST3, HSTS, HST6 Straight Straps 1/8" and heights ranging from 6-1 SM6` to 19-112". 5 SDCP22434, SDCF12251 2, SOCP22614, SDCP1�1.'2700, SOCFS2 , SDCP212912, Strong -Drive SDCP TimbOF-CP Screw 10 CJT3Z. CJT4Z, CJT6Z, C,T6Z Conccled,nrirlt Tip. 12 HTS16, HTS20, HTS24, HTS28, HTS,30, HTS30C leselvy Twat Strap 19 MUS26, MUS28 Face -mount hangers SDCP1221 100, SDCP22111all, SDCP271400 11 DJT14 Deck iniat Tie la PTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed faioe-mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive S014R Combo -Head Screw 12 DS Dry wall Stop 14 LFTA, E L Is ant Floor Tile Anchor 9116'to 3-9)16'and heights ranging from 3-1116'to 13-3/4". 7 SDS28112, SIDS25134, SDS25200, SDS25212, SIDS25300, SDS25312, SDS254112, Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Ckps .5 LSTA9, LSTA12, LSTA15, LSTA18, ILSTA21, LSTA24, 1L5TA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS275500, SD52-,600, SDS25800 14 FWANZ Foundation Wall Angles 16 ILSTI149, LST173 Straight Straps 2X and 4X models, only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDa25312SS Strong -Drive SD Heavy -Duty Connector SS Screw 15 GA 1 , GA2 Gusset Angles 17 LT820,LT640 Bridging 21 U series hangers Face -mount hangers available In widths ranging from 1-9116"to 9 SDWF2716, SDWF27720, SDWF2724, SDWF2726, SDVVF27SC Strong -Drive SDWF Floor -to -Floor Screw 1f H2A, F.2-5T, H6, HIOA-2, H10ST H14, HGA10 Hurricane Ties 18 LTS12,LTS16.LTSi8,LTS20 Lallut Twist Strap 6" and heights ranging from 2-5/8` to 11-114". 17 HCIT7 Heavy Csrcealed Joist Tie 19 ldr3_ Medium Girder Tied own 16 H H4, H H 6 Header Hangers z0MST27, MST37, MST48, MST60, MST72 Straight -Straps FL#I 0007-R8 19 Pasiz Knee -Brace Stabilize, 21 MSTAQ_ MSTA12 MSTA15 MSTA18 MS- TA?1- MIZTA24, MSTA30, MSTA38, MSTA49 Straight Straps FL#1 0S6T-R6 20 1-30-1-50.1-70,1_90 Angles 272 MSTC26, MSTCAO, MST C52, MST Ck6, MSTC78 Straight Straps 99" Product Model, Nunitler or Name PrOlIMIA DeScripfian 21 LCE4 Post Cap 2S MSTC418EI73, MSTC6683 Pre -Bent Straps §iag Product Model. Number or Name FrpdurA Description I ATR318, ATR1122, ATR518,ATR314 Threaded Roof 22 LS30, a S50, I S70" LS90 Slun-ablit, Anges 24 MST 26 MST 136, MST148, MSTI80, MST172 Straight Strap 1 BA series hangers Top flange hangers available in widifirs ranging from 1-9116" to 7- 2 ATUDS. ATUD6-2, ATUD9, ATUID9. 2, ATUD9-3, ATUDI 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 ij-,51 2, NITS1 6, WSJ 8, MTS20, MT,524C. Psi $3U, kVi,53OC Medium Twat Strap 16' and heights ranging from 7-118" to 30", 3 SP318-22, BP`112 BP`1122�, SP5/8-2, SP5/8-3, 13PIV4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSj26---. LSSJ26RZ, LSSJ28L2, I_SSJ28RZ, LSSJ2101 7, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NICA202-12, NCA2xS-16, NCA22irIO-16, NCA202-16 Bridging 2 DGISF series hangers Top flange hangers available in vvidthis ranging from 3-518" to 7- 4 CNW318, CNN'ttlH7. CIWV5Pa, CNW3,14, CNItIV516-ItZ ClrfA`314-W Coupler Nuts 25 LSSR1.81, LSSR2.11, LSSR2 37, LSSR2 56, LSSR211 2, LsSR410 Field AdJustable SkipeabIWSkevmbIe Hanger - �e RCVVE;12, RCWB14 Wall Bracing 116" and heights ranging from 9.114" to 24". 5 CTU055, CTUD05, CTUD66, CTUD75, CLTUD70, CTIUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4,LTPS Tie Plates 28 RPS18, RPS22:, RPS28 Repair Plate Strap 3 DGP series hangers Top flange hangers available in widths ranging from 1 -1).)" to 3- CTUD98, CTUDEa 27 IVL23Z, ML24Z, ML26Z, ML.282, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24", 6 N3, N4, N5, N6 Heavy Hey Nut-, 28 MMH8 Roof Tie -Down 30 SPI; SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGFIF series hangers Top flange hangers available invvidths ranging from 1-314" to 3- 7 RTUD3, RTUD313, RTUD4, RTUD46, RTUD5, RTUD6, RTUD7. RTUD8 Ratcheting Take -Up Device 29 Mh1HC Hinged Roof Connector 3 SPH4, SPHO, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from U-IbVtc 24". 8 TUD9, TUDIO Take -Up Device 30 MMLU26 MMLU26-2, MIALLI MMLU28-2, MMLUM, PAMLU121 1, MMLU139. MMLU1311 Face -Mount Hangers 32 SSI.5, SS2.5, SS3, SS4_5 Stud Shoe 5 EG5, EG7. EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TLNV38 Take -Up Washer 31 RBC. RBCP Reef BlIundary, Clips 33 ST9 ST12, ST118, ST22, ST292, ST221 22, ST211 1 5 SST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/2" 10 URS3 30 Uplift Rod Run Tieclown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, TB48- TB54. T655, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in v%dMI5 ranging from 3-5/8" to 7- 11 URS4 1 r7 Uplift Rod Ran Tiedoavn System 33 RTC22Z RTC42, RTC2Z, RTC44 Pigsl T--- in - nuectors S55 TWB1 Q TVA(B12, TW81 4 Wall Bracing 1/4" and heights ranging from 11-114"'to 32", 12 URS5 5/8" Uplift Rod Run Tieclown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VCT, VG-R- VGTL Variable Pitch Girder Tledown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 3/4" Uptift Rod Run Tiladown System 35 TX371 TJC57 Truss _�-ckcilps 37 W51015, WB106C, WBI 26, W5126C, W3143C Wall Bracing and heights ranging from 5-1/Z'to 28 36 Z2, Zrl, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from I I " to 32'- llr�#1040-RS 9 FIB series hangers Tap flange hangers available In v4ditis ranging from 1.9t' 16" to 7- FLM0447 1/2" and heights ranging from 8" to 30'_ PfOdU91 M21Lel, Number" or Name Ptoduct_0esedottlort 1%.tLg Product Modal. Number orNameProduct Descrlpligirl 10 HGLS series hangers Saddle hangers available In widths ranging from 5-114" to 8-7Z' 1 D772 Hold-down &E# Product Model, Number or Name Product Description I CSH2.374 5, C811237x7,63, CBH2,37xg.75 Concealed haingais and heights ranging from 10-112'to 28`_ 2 HDC1014, HD--lQf22 Hold-desin I AHEP Adjustable Hip -End Connector 2 DU DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wWtns ranging from 3-114" to 3 HDQ9, HHDO11, HHDQ14 Holdi-creen 2 DSC2R-SIDS3, DSC2L-SDS3, DSQ5RSDS3, DSCSi Drag Strut Connectors avarlable, in wdths ranging from 1-9116" to 3-9116" and heights 718" and heights ranging from 7,112"tc; 312". 4 HDLI2, HDU4, HODS, HDU8, HDU11, HOU14 Hoki 3 GBC Gable Brace Connector ranging from 9.116" to 23-15f16" 12 PGLTV series hangers Top flange hangers available in wifts ranging from 3-1/4" to 7- 5 HPA26, HPA35 Strap -style purlin anchor 4 HCP11.8- HCP2, HCP4 Hip Owner Plate C HGU3-63-SDS, HGU5.25-SDS, HGU5 50-SUS. HGU5_62-SDS, HGIU7,00-SDS, HGU7.25- Faasmount hangers 118"' and heights ranging from 14" to 33"- 6 LSTHD8, LSTHGFRJ Strap -style hold-down 5 HHRHHRC42, HHRC42.2, HHRC411.81, HHRC44, HHRC6.2513-25, Hill-FIC5.37131 Z Heavy, Hip to Ridge Connectors SOS HGUg.MSDS 13 HIT series hangers Top flange hangers available in vvviths ranging from 2-5116" to 3- 7 MASA, MA AP Foundation anchor strap W"PC&F 4 HIGUS eerier hang.. Face mount hangers available in widthe ranging from I 5J8` to 7 PIIFV'.nd heights ranilling from I W L-"OF' 8 fli MPAIrtyl Strap -style purlin anchor 6 HRCI.81. HRC22 Hip Ridge Connector 1/8" and heights ranging from 55/16" to 12-7/8`r 14 HUSTF series hangers Top flange joist hangers ayarlatile in viricithis ranging from 3-118" to 9 PA18, PA223, PA28, PA35, PA51, PA68 Strap -style purl -in anchor 7 LRIJ-:Pv, LRU28, LRU210, LRU212 Rafter Hand r 5 HHGU5.25-SDS, HHGU5-50-SDS, HHGU5.672-SD- HHGU7.00-SDS, HHGU7 25-SDS, Failre-mount hangers 3-9116'and heights ranging from 5-318" to I 10 PA118, PA123, PA128, PA135 Strap -style purin anchor 8 LSU26, E SSU-28, LSSU210 Light SlardealckvSkewoble, U Hanger HHGU9.00-SDS 15 HUTF, HUCTE series hangers Top flange hangers available in,%ridths ranging from 1-9/16" to 5- 11 _cZTHDI0_ STHDIORJ Strap -style hriki-davat 9 TBIE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold -clown 10 TC24, TC26, TC28 Truss u a HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangs. Skewed face=rnount hangers available in widens ranging from 3- greater than 2-9(16', THAC422, THA426, THA421,2, THA426-2 116` to 15-1/8" and heights ranging from 4-344" to 15-3/4", 16 HWP series hangers Top flange hangers available in witiffis ranging from 1 -9116" to 7- 12 THAH all' 2?2. THAl2.06)22, THAl2-1 /22, THA1222, THAt322, TIHA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version fHSURC, HSULC1 available for all 118" and heights ranging from 5-3/8"to 28", 13 THAI 4?2, THAR422 Skewed Truss Hanger doulble 2X and 4X models'„ only acute sanot, 15 corcedled. 17 HWPH series hangers Too flange hangers available Inwards ranging from 1.9116" to 7. 114 THJA26, LTHJA26, LTHMA Multiple Truss Hangers F; H TIU26, HTU28, HTU210, HTU26.2, HTU28-2, HT U210-2 Face=mourft hangers 1/2"'and heights ranging from 5-318" to 32". 15 THJM24-SDS3, THJM2-5-SDS-3, THJU26, THJU126-W MuNple Truss Hangers 9 HU, HUC series hangers Faca-mount hangers available in widths ranging from 1-9/16" to 7- 18 17 S series hangers Top flange hangers available in wdths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer' -Restraint 112" and heights ranging from 2-7f8" to 19-1141" Concealed flange 5/8" and heights ranging from 9-1i8"to 10". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Vale-ble, Pitch Connectors version (HUC) available for all models saying ardthealual to or 19 JS series hangers Top flange hangers available in width of 1-9116'and heights 18 VrCR Vagey Truss Clip greater than 2-9116'. ranging from 5-3/8" to 7-114"'_ HjCQ1I.8Ii9-SDS, HUCOI.81111=SDS HUCO2!02-�. HUCQ210-3-SDS, HUC0310. - Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 -9f16'and heights SOS, HUCQ41 O-SDS, HUCQ412-S-DS, HUCu45.25g-SDS, HUCQ5.25/l 1 •SDS, HUCQ610- ranging from M116" to 13-119' SOS- HUCQ612-SDS OCT 2 8 2022 \/-?A V V N Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2390 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 17W20213 Simpson Strong -Tie 2020 FBC Approved Products Updated Ity30 0 Simpson Strong -Tie 2020 F5C Approved Products Updated 12rM12D20 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct iner to all SST approvals listed below, Far drect links to all SST approvals listed below, CLICK HERE. f=ar area links to all SST approvals listed below, c-LICK 14�RE_ Fa direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mard-Dade County Notice of Acceptance (NOA), LjLgt�_". For additional information regarding Florida'sStAtewide Prodran Ap-proval System an d Miarri-Dade County Noric, ofAccanP.ra, itK)A), slc� JL&�E% a additional Information regardin c; Flonda's Stwen0e, Product Approval System an d filrarn-Dade County Notice of Acceptance (NOA), For additional information regarding Florida's Statewide Product Approval System and Mhuni-Dade County Notice of Acceptance (NOA), Z194AIEU 21 LB series hangers Top flange hangers available in vhdt of 1 -9116'and heights ELE1468-R5 S1LBV1 56, SILEIV1.81, SIUBV2 00, yal_Ba`SnLRV256, S4,SV2,68, SILBV3,12, Top Flange Joist He ngers 5 SET-V Adhesive Anchor for concrete ranging from 6.'NW'to SILBV8_56, Sfli Sti-SV4,06, SLG,r4_I2r Sh-81tyl,28, SA-BV4.75, SILBV5.50 6 Strop Bolt 2 (-';TB',' STE,2-4S,9,STB22-(ESS) Strong-Boft 2 Wedge Anchor for concrete available in carbon 22 LBAZ serles, hangers Top flange hangers available invOrdth of 1 -9/10'antl heights §29 # Product lyricist, Number or Name Product Description 19 $?LT1'20, SfDTT2Z, SPHTT14, HTT4, HT715 Holcloems steel and Types 304 Ind 316 stairdess steel ranging from 9-a(16" W 1 1 HHUS210-3. HHUS210-4 Joist Hanger M SIMST60, SIMST72 Straps 118 mil (10 go) 7 Titers HD (THD-H, THD-HMG. THD-H4SS, THO-HISSS, TFID-CS, THD-CS6SS) Titers HD Heavy Duty Screw Arichorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in vvidths, ranging from 3-114" to 9- 2 HRH RSS, HRS12 Strap Told 21 SP4, SP6 Stud Plate Ties avatablewth hex head in carbon steal and Types 304 and 316 7/8" and heights ranging from 9" to 3 HUCQ2-DZ-SDS, HUCC210-3-SDS, HU00310-SDS Joist Hanger 22 SSP, DSF, TSIP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG 5, MEG7 sanes hangers Top flange hangers a-'ailable in widths ranging from 5-114" to 6- 4 THG-B2, THGB3, THGBH2, THIGBH3, TIHGBH4 knet Hanger 23 STC,DTC Truss Clip Type 316 stainless steel 716'and heights ranging from P" to 32-117'. 5 THGQ2-SDS3, THG03-SCS4-5, THGQH2-SDS3, THGOH3-SOS4.5, T'HGQH4-SDS6 oLst Hanger 24 TBD22 Truss Brace Diagonal 8 Tried HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 26 MIT sorl- h-g- Top flange hang-1 available in widths ranging from 1 -0/16" to S- a THCW3-3, THOW3-4, THCVV4-3, THCW4-4 Hang- 26 TJCS7 T - J-1, C.-otor 0 Titan HD Th-.d.d Rod Haring- (THDP-251 66RH, THD[337168FZH, TH037-112R H, T'&.n HO Threaded Rod Hin.9- for --rot. 1/8" and heights ranging from 9-1 14�'to 24!'. THD50234RH, TH01 0212RH) 26 PF, FEB, PFOB, PFIDSB series hangers Top flange hangers ava dable in Width of 1 -9116' and heights 10 Wedge -All "A) Wedge -All Anchor for masonry ranging from 3-3/8"to 7 118", FL*1111473-Rs FL#13984=R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available inwidths ranging from 1 -9`16" to 7- _Seq.9 Product Model, NgMbgr or Name Product Description Se 9 Product Model, Number or Name Product Description F6V 62MR8 118" and heights. ranging 9-1 (A" to 32", 1 DEETAI-20 Doubt,, Embedded Truss Anchor I rCQ`A3A2-SDSHDG, CCQM4 62-SDSHDG, CCQM5_50-SDSHOG, CCTQtv13_62-SDSG_, Masonri, Per Caps 2 F.H`16� FGTR, FGT RHI_. FGTRH R H16S, H16-2, H16-28 Girder Retrofit Anchor Hurneanlien � CCTQN14_62-SDSG, CCTQM5S0-SDSG, CCCQVZ,62-SDSG: CCCQM4 62-SDSG, 50-SDSG Se g # I Product Model, Number igpName AT-XP Frqdmo Dowd0lon AT-XP High -Strength Acrylic Adhes4ve for concrete or masonry wm Q95jl3s 4 HIFTA1 f' Hr-TAI 6, HPTA2'n, HFTAn4. HF_ i A40 Frntavinnd Trn- Anahnr I FCC Ofull A*C.KT r=,l 0M4 89C_KT, FiCn"n 01soffi, En('-KT Pr.inl i ON111A is'nG-kT, MinernV Pirtr CA Ing 91 FT -HP PT -HIP FI)nyy Adhpmhre fnr mssnnrYL 5 HETALl 2, H ETAL 16, H ETAL20 Embedded Truss Anchor PCCLLOMD4-tr2G,KT,ECCLLOMOSSOG-K1 3 SET-XP SET-XP High -Strength Epoxy Adhesive Par masonry JW I Product Model, Number or Name ABA44, ABA44R ABA46. ABA46R, ABAeS, ARA166P Product Description Adjustable Post Base 6 7 HGAM 10, HM9 H-PETAI6 HHETA20, HHETA24, HHETA40 planarity retrofit con rectors Heavy Embedded Truss Anchor 3 KT_ ECCLRQMD5 5OG-KT HGUM5.25, FIGUM550, HGUM7 00, HGUM7 25, HIGUMROO Heavy Masonry Hangers 4 5 Strong -Bolt 2 (ST62) Titan 2 (TTN2) Strong -Solt 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete 2 ABU44, Ali ABU46, ABU46R., ABLS-5, ABU5-6, ABU85, ABU68, ABU68R. ABU88, Adjustable Post Base a _GTlt, ILGT3�SDS25, LGT4-SDS3 Girder-Tiedoen 4 _GUM2-_2, LGUM26-3, LGUM226�4, LGUM28-2. LGUN126-S LGUM26-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H14SS, THID-HOSS, THD-CSGSS) Titan HID Heavy -Duty Screw Anchor for concrete available in 304 ABU68R, ABUIOIO, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor I-GUIV1210-3, LGUM210.4, LGUM46 LGt-'--A48 I-GUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW442, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ASW66RZ, A&A.- 7 Adjustable Post Base 10 META12, META16, META18, META23, META24, META413 Embeadied Truss Anchor 5 MEHA3.121925, MBHA3.12f11 5, M5HA3 SW 6MSHA3 561925, MBHA3.56111 257 Masonry Top Flange Beam Hangers countersunk head, 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MSHA3,56111.88, MSHA3-56f14, MBHAS 5116 M A3 56118. MBHA5,5017.25, 7 Titan Turbo (rNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-24, BCS2 3/6 Post Cap 12 MTISM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M19HA5.50/925. MBHA5.50111,25, MSHA5.501y 1 .d& MP-HA5-50114, MBHA5.50116, 6 CB44, CB46, C848, C866, CE368 Embedded Column Base MBHA5.50/18 (D 7 CBSQ44-SDS2, CBSQ46-SDS2, CBS066-SDS2, CBSQW-SDS:� CBSQSS__-,Db-2 Embedded Column Base 6 MSHU3.5619-25, MBHU3.56111 25 MRHU3�:%M I-Frit, lab-Hu3.56114, MeHU3.66P6. Masonry Bean) Hangers FL916937-R3 (D 8 CC, ECC, ECCU Series Bolted colunrin capsesth VV1 ranging from 3-1/4" to 9-IrZ'and W ranging from 5-518" to 7-1/7 ELM-1 MBHU3.56/18, MBHU5.5019.25, MBHU5,5a(-In, UBHU5,50111,88, MSHU5.50M4, "1113HU550116, MSHU5.50118 &MI PmduZ Model. Number or Name Product Dmiription C_ 9 CCQ-SDS2-5 EDCQ=SDS25 Series Scrawled column caprvvilts Wl ranging from 3-1/4" to 9112" and W2 ranging frorn 3-5ay'lar 71rZ' I Product Modgi, NuMbeE or blame D-Ti Product Description Dern T ension Tie I M4S1 01 6-5K, Xl Sl 016, Xl Bl 016-4K, X0151016, XQI 81016-4K #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point > 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Rase 2 HDu, HDIE Baked Poklovans FL#13976-R5 2 A.01 141`12241 X1.0114181224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB"A, EPB44, EPB46, EPS66 Embedded Post Base 3 H038 HD56, H076, HDt16 solted Holfirds.'m Screm with #5 Drill Point and Large Diameter Flax Washer Head 12 EPS4Z Embedded Post Base 4 H-74 HTT5. HTT5-IM Tension Ties Seq # Product Model, Number or Name Product Description )(100114S1224, XM011481224-2K #12-24 Strong -Dive XM Medium -Head Metal Seli O > 13 LCB44, LCBS5 Embedded Column Ease 5 LT T1 9. LT �MrOB, LTT131 Light Tension Ties 1 SIDW22300, SDVV M�3,13, SDW224718 1_;DkV 8, S0162,225010, SDW228 GO. SDW22638, SDWZ2634 Strong -Drive SDVV EVVPPLY and TRUSS ,PLY Scnevvs 4 XQ1 14S1 2' XQI 14131 224-25K Xi 14SI224, XQl 12S1 224, XQ1 1281224-2K Tapping Screws with #5 Drill court and Idedlurn, Diameter Hex #12-24 Strong -Drive X Metal SellrDrflmg, Tapping Screws with #5 0 14 LPC4Z, LPC6Z Light Post Cap 24, 15 16 mn"z mpeowt MPB88Z PB44, P84.41R. P-B46, PB66, PB66R Moment Post Base Embedded Post Base FL#13628-R5 2 v SDVVCI 5450, SDWCI 5600 SDVvH19300DB, SDWH1940ODB, SDWH19600DB, SDWH1980ODB, SDWH191000DB Strong -Driver SDWC TRUSS Screw Sucrig-Dave SDWH TIMBER -HEX Screw 5 XU34SI016, XU34BI016-5K Drill Point #10-16 Strong -Drive XLl Metal Self-Orlifing, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDVJH27400G, SDWH27600G, SDWH278Dr_1G. SDWH217I000G, SOWH27120OG Strang -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6,PBVIO Round Post Base Seaft Product Model. Number or Nam a P 1vVSIE212, SDWSl 6300, SOWS11 6212, SDWSI 640D Strong -Drive SOWS FRAMING -'crew 19 PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC46-16, Post Cap I SE5/8x24, S6718x24, SBlx30 SB An.chur botm 0 Z�0'00; 19600, SDWSl 9712, SDWS22400, SOWS22500SDWS22512, SOWS222600, Strong -Drive SOWS TIMBER Screw(inwricir Gmadj 20 EP004-16a EPOW16 PC4Z, PCARZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPCr4Z, EPC4RZ, EPCe. EPCBRZ, EPC6Z, Post Cap 2 5-8-Fol 6, 55T_ , 5a-IB24, SSTB28, SSTB34. &S-1-636 nST B, OL. 55TB20L, SSTB24L, S5TB28L S�_FH Anchor Bolts 7 SDWS22800, SDWS22900, SIDW-S-22100uSD 11 0o, SDWS221200, SDWS221500 C Ard t OODB, SOW32240006, SIDWS225000B, SIDWS2260006, SDWS22800DB, Strong -Drive SIDWS TIMBER Scriew(Exterior Grace-) FL#35320-RO EPC8RZ SIDWS22100002; Seg # Product Model, Number or Name Product Description 21 Plal PPS44-6Z 1pvat Bd- a SOWS2231213BBt SDWS-_512DBB OiLadoo, Accents Shuctural Wood Screw I DSSCB43.5, DSSCB46, DSSCB48, OSHS Bypass Framing Drift Strut Connector 22 RPBZ Retold: Post Base FL#13872-R4_ 9 _SOWSr(SOOSS, SDWS27400SS, SOWS275WSS., SIDWS2760OSS, SDWS27800SS, Stforig-Drive, SDVVS TIMBER Sri Screw 2 FC843.5, FC:B45.5, FCB47,5, FC649.5, FCB411,5 Bypass Framing Fixed Clip Connector SDVVS127IOOOSS, SIDWS27120OSS 3 FPHS034SI016, FPHS03481016, FPHS03481018-5K, FPHSD34SI214, 910-16 and #12-14 Strong -Drive FPHSO Framing-to-CFS Self- lEM922HM I ProdSag uct Model, Number or Name 0'ASTi21 CItill CMSTC16, CS14, CSib, CS18, CS20, GS22 Product Description Gated Straps to 41 SI)IJVVI3400 STN22 Strong -Dave SDWVS1DLE, TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHS03461214, FPHSD34Rl214-5K LSFC2.25, LSFG4.25, _SFG6 25, SFC2.25, SEC4.25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector 2 HRS6L HIRS8, HRS12, FHA6, FHA9, FHAl2, FHA18 FHA24, FHA30, MST126, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSCA.25, SSC6,25,, MSSC2,25, I'll MSSC6.25, Steel Stud Connectors 1 Prigolugl; Model NuLnf2r or Name FJA, FSA . _Qeriyqfp13 FLgicluillit Foundation Anchor 3 MoTIAS Nl TART172, 1.olM.S,'T"1 WST"T S"M'E_r4R F-IT510. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Ts-Ast Straps FL[b*3d3=R3 6 1419PCA.25KW, MSSr'Ui.25KV,( RCKW3, RCKW5.5, RCKW7.5, RCKW36, RGKWS5S Rigid Knee Wall Connector (D 2 FRFP Flat Retrofit Foundation Plate 4 I-STA30, i STA36, LST149, LST173, MSTAS, MSTA12, MSTA15, MSTA16, MSTA21. MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SC645,5, SCB47,5 SC1349.5, SCI MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector U) a GH46-6, QH-16-S, GH48-8, GH4S-8, GHI410-6, GH410-8, CH66-6, GH66-8, GH68-6, f.H68- F-irclar Hanger 5 ILSTAQ, LaFA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST21116, ST2215 Stare 33 mil (20 gal 12al Product Model, Number or Product Oescrioltion 8 SCS32-5/97, SCS62-&V7, SCS62_"1118, SCS82-511 IS Bypass Framing Connector -0 CZ 8, GH610-6- G-610-8 6 LSUBH3.25, SUBH325, MSUBH325 Bridging Connector I AS 18, AS I aS5, AS 118S6 10 ga- Truss Plates 9 SCW3_25, SCW5.5 Head -of -Wall Slide Clip Connector 4 5 GL85A, GLE35S, GLB5C, GL85D, GL87A, GL87B, GUB7C, GL87D GILST511 2, GBLTS12, GLBT516, GBILT616, GLEIT520, GSLT620 GUam Beannq plate Glulam Ige;anna Plate 7 8, L7P5 LTS12. ILTS16, LTS18, LTS20 ?-toral Tie Plate Light Tanat Straps __ a AS 020H S AS-20 20 ga- High Strength Truss Plate 20 gal- Truss Plate 10 11 SJC8.25, SJCI0_25, MSJC8,25, MSJCI0.25 SSB3.518 Steel Joist Con nectars Bypass Framing Slide -Clip Strut Connector 0 00 6 HGLBA, HOURS, HOLEC, HGUBD Heavy Glulam Searing Plate 9 NiSTAS MSTA36,ST6215,ST6224,ST9,ST12,S7ria,ST22,MSTC28,MSTC40,MSTC52 Strap s 54 rot: 416 ga) 4 ASHP Hinge Plate Connector 12 XLSH34BI 414, XLSH78BI 414 #14-14 Strong -Drive XLSH Shouldered Self-Dfllling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6256 Shaps 05 mil (14 ga) Screws LLI 8 UFPI0-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20, MTS30, MTS24C MT-S-30C I'viled turn Twat Straps 13 x0151016, x0leia16-4K, X01SI214. X0IBI214-35K, X078S1224, X079812243K. #10-16 #12-14, and #12-24 Strong -Drive X Metal Self -Drilling. 9 URFP Universal Re"M Foundation Plate 12 SV81,56, S/81.81. SM2,06, SIB2.37, S6256, SIB2B8, SIB3 12, SIM.56, S163,622, SIB4 06, VB4_12; S6428, SS4.75, SfB5.50 Top Flange Joist Ha ingots FL r 73fu-R4 XQ1 1 4S1 224, XQ1 1 4Bl 224-2.5K X01 12SI224, XQI 12B1224-2K1 X34B101 6-5K, X1 S1 016, X1 81016-4K, XI S1214, XIE1214-3.5K Tapping Scram Z 13 EVBA2_12.68, SIBA2-12/10, S/BA2,12112, SISA2.12114, SIBA4_1611, SI8A4.18/10 Top Flange Joist Hangers _SeA 9 Product Idoclel, Number or Name Product Descirlotion SMA4_18/12, SIBA418114 1 El- -HP Adheswe Anchor for concrete Z 14 SJH -1 A Hurricane Tie 'r CAC, GDP, GOPM-50, GDPM-75, GOPM-100, GDPS, GW-50, GVV-75,,O1%r.100, GTIH Gas,actuated fasteners and assemblies 15 ayHDaS SdHD8B, S/HD1OS, SIHO10B, SfFID15S, SS[D158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINirVP2yV, PDPAVVL, Powder -actuated farstimers, threaded sledsand assemblies 16 SHCU44 _q1HDU6, S/HDU9, S/HDU1 I Holdrodcre-, PDPXNL-MG, PSVL3, PSVL3-K, PCLDPA, PECCILDPA, PTRHA3, PTRHA4 17 SIXT tSHJC1 Jomt Han Jers 4 SET-3G Adhesiv e Anchor for concrete SHEET 140. PA 1,2 C_ [Few U) CU -0 > 0 MIAMflMMM X0AMDADEC40QMvT1`Y PGTIndusnies.1nc. C- 2 _0 = i MEW FK0bVCLTc0NTXOL SEMON ?GT Industries. Inc. 0_ (D � 0 CL 0 11605 Sul 26 Street Room-'108 NOTIC E OF ACCEPTAN (71 El"IDENCE SU'BxffyTED E N"CE: EVIDENCE SUB-NOTTED OTICE �OF ACC PTA_ (D 'a- E -C3 Nivint., Florib 33 17 �5 DE FART31INT OFREGULATORY AND ECONOX-FIC RISOURCES atER) 4474 BOARD C� ODE D137SION T08MRS-2500 F(7416)315-1599 NOTICEOF ACCEPTANCE: EVIDENCE SIRNEITTED 4D t CD � 0) A,ND ADIMISTRATION. 'N L Eyidence stibinitted under previous NIOA D. QU;AL,rn- ASSUR-kNCE C.) -I-, Cn 9-- =3 M - U) 0 T 1C* E 0 F A CC E PT A NN C�E (NO.A) 113. TESTS (continued! 1. NEanii Da-deDepartment of Regulatory and Econook Reunuces (RER), (D -C) 0 e co PGT Industries. Int. 107QTtrhn*Jo,rDrJvt V S A_ DKAN%T';C;S L Mmifactures die drawings and sections. 5. Test report or. Y) inntration Te st. pef HbfZ� TIAS 202-144 - 0 0 �72 0 North Venice. YL 3427S 60inked rinder NOA No. 11-010 71 04.) a 2i Uniforin Static Air Presstire'71 _-j:-_-rFBCTAS20�_9n--4 E. -KATERLU CERTIFICATION-S SCOPE, Doo,_ NT Drawing No. _MD-5570.0, Titled �N`uiyl Sliding G _N.0A sheets I TAS '02-94. Test. per FBi, - I 3 1 Water Resistance 'AN 1. Notice of Acceptance No. 15-0528.14 issuceml to Vision Extrusion Lianted their - .0 Co 0 4- This NOA is beingissued under the applicablerulesand regulation governing the use of througb 2 1 of T -2 41 Larse _Nfissile Impact Test per Fbi- - TIAS20 -94 - il"111* Rigid, PVC1xt"rEnm.S'WU15fa; mdows and Doors--datedOST131 - Wi 5, M 0 > Cn -0 E 2 documentation submitted has been reviewed and accepted byMiaaii-Dode CoualyRER-P�roductCoutrol,.Sectionto L S - 04: 05,117. igned and seated by A. L-Yun �Iiller. P, he 1 5) Cye Kind Presstwe Loadinngpff FBC- TAS 203-94 expiring on 09, M Cn (D he used in %�fimm Dade County and oilierareaswhere allowed by the Authority Hay. ingkriulctioee,(AFV,� 6) Fow-ed- 'JEntiv Test, per FBC - 1AS 202-94 Notice of Acceptance No. 16-09' .10.08 is -sued To V ision Extrusion LinWed for their "VE C_ C) CU Tbis NDA shall not be -vafid aftr the expiration date stated below The Mami-Dade 0--unty hooduct con trot Secen B. TESTS red I 1.000 Tan,20-1 and lighter Shades (Non-W kite) Rigid PVC Exterior Extrusions fox, U) (In Ninuni Dade Count)-) and'or the AHJ (in steas other than1vWmi Dade County) reserve the right to hirve this y assmance putposes. If this product ormaterial fails to performin the accepted' Product or materialtested for qualit, 1� Test report on 1,) Urafocria Staltir-Air Preimre Te�'t, per FIBC, "rAS. C2-94 Large X-lissile linpact'Test per FBC, T-5 �S 20 1-94 by Fenestration Tt;,tlr-- I ab. Inc..'Test Report No. YrL 854A. dated 11:10611 5. d and S a. P= '1,04,15 and(]12,11,16�! by Idahisis 0ite �T�l report rei�isie�d on 12 5 1) in 3, NoticeL Of ACceplance No, 1"52815, issued loVision Extritsion'Lumted forthtir tnanner� the nniziflacturer will incurthe expense of such testingand the AHJmay initnediatelyrevoke. modify. o r re -e Loadiri 3) Cyclic Wind P 5sw g per FBC� 6. Test report on 1) AirInfiltntion Test� per FBC. 202-94 "Brown Coated (Painted or Laminated'iXTh-he Rigid PVC Exterior Extrusim for suspend the we of such product or material within their juAWiction. PER rese-rves the i*T to re-voke dn- along with niarked-up, dIa wings and insizaation d iagain of - sliding glass door. PRP 2-1 Uniform Static Air Press--twe T pet FBC, TAS 2021-94 Win4ows and Doors7, dated 08," 1315. eapiring on 09,30) 1 P. acceptance -it-is if de-terimned b- -.1tv I NJ I ated VY Lab- ReportNo.FTL V '7,d f 112`07-15� signed and 3 Warff Resistance Test, M FBC. T-AS 202-94. 4. 'Niotice of AcceptarIce Nb� 16-0712.01 issued to ENNERGI Fenestration Soluticus USA. meet the reauremsmsaf the applicable building T'his product is ar ass dese-abed beteta and has been ofesiizued to comply with the Frionda Buildingg Code. I � - a- P_ E. Jest repon �evised Lin 0 1`416) st __ 1- 16 aad- 0 2 � by Idalmis. Orteg i iarge ac, - Nfissile-Inv. T -veTFBC.TAS10l-94 - � -TAN 3040 and Lighttr Shades (Nion-White) Rigid PNT E -me T Ine. to including the ffigi-Veloc-1 HufficaneZone. DEscRrmoN: sse -55701.17,70"Vitty][Slidw- Glass Do" (Reinforoed)) Ware did & 13,0 corsers-LAIJ, Test report on .I 1nfi1(,tationTec,-t�ptrFB(_1 I-A03 2V__-_- Air=: Unifonnn S- iC Air Pressitre Test per FBC- TAS _102-94 �"Cvcjal_ Wind Presnire Load �Per_FBC�T.AS203-9_i alon -a with nmrked-�i 0-MUTUITES and u1stallar w-a-Um orfv-myl sliding glass door- prepared ior 01 1- E=uslons for Windows and Doors-7 dated 09,15.116.expirkit on L - - - tit ims �. r� >QW! %, 5. Notice of k-ceplance N_�O. 1"'12.04 is -sued io, 0-NTRGI Feuesti-ation, T- Inc. fbT "Bronzv Shades Rigid PA'C 31 Wwer Resistance Test. pet FBC. T AS 20:22-194- Ion N dated 12�04,15. and bvFenestrat Tes au azZ�Z their and Lighter of Cap Coated Exterior AFPR0V_kL DOC11EXT. Drawing No NID-&MI) Rev B, titled "Vitryl Slidinig Gw� Door NOA dwm - 4) Lap Mis��:ik Impact Test ptT IF B �_ TAS 20 1-594 sealed bv1dahsus Oiteza_ P. E., (TeAt report revis;�td on 01-151,21111 f.5 I Extrusdons forAViadows and Door I dirou,0i 21 of 21,,pt�epm�-e�dbym,=-tfa�c,turw., dated 0�1 51 and astretised ouOnielzl_ zignedand sealed by k LynnMillict, AXIS date by the Coan��' edwtCowwl-Sectioti, ai 201 6�'Fc red. Fntry Test. M FBC - ii:S .*e_TFBC,TAS20%04 lArgelklissile Inipact Tev, per FBC, TAS210 1-94 6, Notice of Acceptance No, 16�-0712.03 issued to ENERGI Fenestrat ion Sclutionss USA, Inc for their`NAlthe Rigid PVCE niarExtinslonsfoi vo - Whidows and Dr-tors"dated 2%tlii _i�lia& along -with niuked drawtups and ia-stallation diagnincif vinyl sliding glass door, prepaird, -UP Cyplic W, ind Prelssure Loaditigper FRC, TAS 203-94 0S140,47, expiring on 0112S48. .A1ISSRXbr[P.ALCTR.Am,G-, Lnrge and Smallifissile Impact Reskawnt :� M E-1- byFcnestn. tion Testing Lac, Inc- Test Rq)ort No. FTL 8 *5. dated 11 `061. 5. signed and along with nnrked-up drawuu-ps and iml-allaticu diagram of vittyl sliding glass dom T Test repoTtsNo(s). 10-002-792(,k). per A511NIE-84, � Limitations- sealed by Idalmis Ortegi P, E_ (Test report revised on 01,L04 16 and 024 1 20 16) bv Fenestratiou Tt Lab= inc. - Test Report N FTL 66-18 (iantples A- 1 tluu A-2 2-1- d ated 29 and ASTNID-63 5. issued to Vision Extrusiaaa ASTMD19�� Tor cellulosic 1� See table I (sheet and table 2 (sheet for applkWle SGD unit sizes,. den press-ures.reinfin-cementst ISM ypes� &ss types- sill ser-see tables B-1 & B-2w add anchor layout shem requirements in I I tluu 16 g InLz tr 202- Test report on 1) Air 1 ratlion Test, per FBC'� TAS - 2) L S%2tic Air Pfessure Tes.- per FBC- TAS 202-94 J Y X_ 1 at- I scaled I— Jorge A- Causta- P E_ aubmitted under, 0-4 1- 1119; 10. signed A UY 04) compunsite material (Snb Piked iinder X0_4 A76. 11-010 7 04) in 2. Rigid 1,11ite FVC. Tan -pion -white) RigidFVC anndBromm coated (Pamtedoruizoatem_ whiteRiadPVCtobe labeled per re&rencedNO.A'srequiren sa 3) A-Tater R ance Test, per FBC � 71 AV& _202-94 S Test report an _A�r Infiltra tion Test. per FB C.. TAS _102-94 S. Notice of _141ci ance'-No. 14-0916JI Jaw -sued to Kuraray -America- Enc. for their -(Clear Egress o- t_pftrFBCi-L-qttirmiiw-taf,,.wp� liciable. j*rabtedoors must comply with mis clear swift oT heigit P 4`1 Laf ge Missile 1mp2 c t Test per FBE !AS 201-0-4 2: i - C. TAS -10?-0,4 Uniform Stific.Air Press Ttsr. per FB --searn-Glas-z and White) lnterlayejC� ocp� on,0TOV1 S. LABELLXG Each umlshall bettrai penirtnent, label with the maltlufacturet's na -or logo, city, state and series aid- Cyclic Wind Pressive Loading M 1kS 203-94 d Emty Test. per FBC. TA S 6" Force 20- - Water Reseaw,.e Tt-,t. per FBC_ TAS 202-94 4! Large Alissile liqaact Test per FIBC.TAS -94 50, Notice of Acceptance No.16-1117.01 ismed toKuraray Atuerica, Im. fortheir "Trasifol* "tracleat'. Clear and Color PN iterlai-et-s". expiring on 070& W f llowin c along with marked -up dmvvings -and installationdiagram of yl�Adia! glass doc4,lprqared 9 :5 Q FBC',, TA1 2111113-44 f yclic Wind Pressia-e Loadingper S ,I� .9 Runw.AL of thi.,NOA .hall be c ousidered after a reue-%W application has been filed and there lim been no 'by Fenesmation Testin, Lab. Inc,. Test Report No, 9 FTL 8547 dated 122��0415, iIguoi ancd 06,1 6) Force EntrY Test, per FBC, TAS 2`02-94 F STATE-NIENTS le YBC 'tter Edition FBC-6wEdirion change in the applic&1ebuilding code negative4- affectiiig the pedormance of fts product. TIWNW�AIION cf fts NOA %,., ill oc cur a fter th e espira 1i M date ot if the* has tmemm a re%1_ St ca or c1taupe m th e - sealed by Id ilnii& Ortega. P E. (rest report re%rised on 021115 A. 4� Test mpon on I jAir Itif Uttaticai Te st, per FB C. 7f A S 2 0=2-9- 4 along,vrith inarked-qp diewingsand insta Ilation diagram ofvurrl sfiding Z. glass doof - p-ttr-ared by Fenestration Testing Lab� Inc-, Test Report No- YfL 6M7; (samples A-1 thra A-51, dated of conformance with -SO, (21014) and (2 01 77)_ issiam!l by manufacturer. dated 094 4/ 7. signed sealed by Lymn IN- P,E_ I - -11 Uidf6m- Presswe Te�_ FBC_ TAS 202-94 Statement- letter fmmcial intereV., dated 0+19.17. issued by Materials,use aaddkwffrnsanufactureof the productorprocess-231viisuse of of aqrprodnct. 2- Static Air o-:T 12 � 06 10. si�gned andsen b�- Jmp e A. Causo. R E. �Ub untifted under A-0-4 No. 11- of no manafkaraver, signed 14 for sates. ath-ertisingor any otherpurpose-s this- NNOA-Failureto complywah any 3) Water Rf-- istance Test � per FBC. TA"_ 2-0 2-97 4 J)j 0 ;r 09� & seWed by Lynn 111iller, P.E_ s e c tio n o f this- N1-0 A *#all be c aus e for ten n U ation and remo v a 1 o f 'N 0A 4) Lxge Nfissik impact Test per_FBC_ -Ek-S 20j-94 3. Letterof lab comphance. part of the aboe twieports. ADVERTLSEMEN-17: The NOA numberpreceded by the words Mami-Dade County. Fbatift and followed by the 5) C-vr-k ItVind Pressure Loading per FB�_ = TAIS 203-94 C- C.A. L (TT L A T 10 N S_ 4. RERTesrt P.-co-Vosal No� 17-0387, dated 05.1)5`17. signed by Ishaq Mm4 P.E. expiration date mfq be displayed in ad-mmsine: literature. If any portion of the NOAis displayed 1, th en it s h a 11 be 6) Forced Entr�, Test. per FB C, TA S 2 02 -ulations andstructural ?014. 1- Anchor verifica to., cak anaNsi& complying withFBC-2 - done in, its entiretv almong with marked-W drast s and installation diap-aa - of -vi sliding glass door, Prep DC41 1 -1 ad List revised ou02'l51i6:,!signed and sealed by - "I *( prepared b,,, 1, Eidated P " 54 G. OTHIR LNNW,EC'T10N-; A copy of this entire NOA shall belirmaded to the user !by lbe mam-4crazeiL ot its distributors and by-FeriestrationTesting- Lab.Inc.-Test Report' N - �411!thonyl_. IvEller, Tr'--E- �.,Snbwiued isroder.N'0_4 Na, L Notice ofAccrpt-ance No. 15-1210.01, isstsed to PGT ladustrim- for theff-Series sba�llbie available for inspectioa at thelob site at the retiawa of the Buildikg Official. 5 mil 0' S),, sealed bv Idalmis Ortega. P. E, (Test reportrevised on 01, �04 A f- 2� "'I Lk 11 Glazing coniplies with ASBIE- "1300-09, 70" Virty /1+21. 1 Sliding Glats Door (Re orced)-L.. n04 w M This'NOA revises & renews'-KOA 920-0419.0.4 and consists of duspage I and eiidencepages E-1- E-2, E-3. E-4, r E-5 & E-6 as well as approval docutnent mennoned abcmv. hbiq L Chaud_--� P=E L haq I. Cliauda, RE lAaa L glands. P1, The submitted doctimim tation was reviewed by Ishaq L Clianda PJE. Product Con-trol Unit Supe-ziiwgr Product Control UnkSup*rVVk*r ProductCostra = f4ift Supartizor %OA No� _1l_0:0FA= 6205 a, Is&. ILL 5_03 atiauDme: April 1.4,22HU 1piratiou 1)3te.� -AprO 101 ExpirationDitt, -Ainis '626 Expiration Daun. -Aprill4,20M Approval DateAtarch _ApprovilDattt March 1 U-21 me- X Approval a- -larth 121 Appro" I Datc XL%zch L Fact I E -1 E _12 E -3 PGTIAtinstrimUc. C G1 Windows and Doors. Inc. PGT1nd.us1Tie-,. Inc. NOTICE, OF ACCEPTANCE: EVIDENCE SUBAWrIED -N-OTICE OF ACCEPTA'NCE: EVIDENE TE SkUWNEITTED Evidence Submitted under preyimis submitud E. NP-TERIAICERMICATION condutie") Yj.jd#jj(* 'ubmitt*d 5. Qu,.,rdlexpla�ft'�$112#1'�'R�ljgratiil(1413r(l��:'0114�ll'��,"�mgLwitliAS-.N _51SRiertnal,Corw n1TY _N*WL A. DRANVENIGS, -_ I - ALS JM -P!- SINI E Is-881 BTlJ-m,'hr.-fF 1`1: ' TNI F 12149 A17R-Pa . AS D17085 Ox,,;gea m&LAS17 1. Drawing No. INID-5570.0 Rev B_ titled --Vinyl Sliding Glass Door NOA sheets 2190 LG� Durabtlity-No Fog -Pass. i"Submitted unihIrpmsons NOAXO, 15040A05) 1. Drawing No- _MD-5-0.0 Rev B. titled'"Viny, Sliding Glass DoorNOA ;(I- �-heetsl y mainifalctwer, dated 10;0_51 5 2nd last rmised on through 21 of 2 1. pfepar Is 2.2-122 B-Tul-i-w throug� 1 Of 1, prepmea bymanufacturer. dated 10,05155 and last revised on 02012L 04-22420. signed and waled by A. 1�ym Milter P_E� 6. Quanex. Part Rgi-24 cfmo lying with ASTNI C518 Thennal ConductMty signed and sealed blv A. Lcnn, �vfiller, P-E, gr-APF-OF, AS"INNI F 1249 VV-,TTR__Pa,&&_ AS-PNI, D 14- fl--on Peimeance-Pass- AST -AN 'LE _Oie: This re-vislon consism replacernen'It of same existing, instaflation screw with figthead B. TESTS I.G. DurabilimNo g- ASUNd E 5� Dew Paint D _20VF_ M_ 49 lars. OCT 2 8 ?r'99 QD 11A L Test reports ow. 1) .0iir Infitiratm Test. per FBC. TAS 20_2-Z!-_ (Stibuilturd rinder -N:0-4 �VC& z5-amm 0�. B� TESTS 2) Undbrut Static.Az Pressure Test, Lo-Aingper FBC. TAS 202-194 Vision Extrusions. Ltd. coinp�yingwlth PVC -A- 31 -13. Vohintar; Specif I None. 3) Water Resistance Tesc per FB C. TAS 20-404 -dp aenor Prof for Visiom F-mrizions. ftd, -1v - I I, - fixt -Rigid Poly�in�l C'almi e (r%TC) E% 41 Large kfissi* Irvact Test, � FBC- !AS -20-l-N C-1 'Per AX%IAFenes;trat1oaE_xtch_, Profile Certification Rrograin- Nix I;_ C":� CALCULAW YNS ck Wind Pressure Loadin, per FBC. TAS -203-94 Cy 9 a 1, None. lalotia vvithtnarked-up dravrings and installation diagram ofall PGTInd-asi-rieshic, - ime -13. S. Vision Extntsion& Ltd � tilms Contplv w ith PV(" -AAMA 30 3 i) '09L O� Plans Review completed and approveV- ative units listed bdow and tested to qualif�, Dowsil 791 and D owsfl 983!sihcones. (SuAntifted raiderNOA.Vo. 15-04 D_ QUALITY AS S AN for compliance with the 2020 FBC 7th EYitiop prepared by Fenestration Testing Laboratory. Inc.. Test Repor ts'-NTo FTL�1:M PGT PW 55220 P%.tC Fig-ed. Window (unit 6 in propos* dated 05W031,14 9- PVCA_41�LA 303-13. Volunun, Specification for Rigul Polv-nnyl CILIonde (P'%-'Q lintifiles f6f Vision Emr LTd_-'k,*EX-1 bv Fenestrition Exterior lirofile I �vlkuni-D -ad e Dep of Regulatory and Ecouo Rt-wurces (RER)- by Debra Anne Ktahr PX2300 M-20-16107 .1, PGT.SGD780 Alummitin Sliding G1%% Door (unit in proposal) FTL2� Certification Program in ppo W) FTL-20- 2107-_1PGTCA740Ahm0L__ hae asearrit Window (unit 8 -1:--Lr I it. e of Acceptance No. 18-1-117.14 Issued to Energi FenestraTran Solution- USA_ inc for E= XLkTERLJ1L CERTIFICATION- 2i0r%3L PGT PW7620A At- Fixed V, indow (unit 9 ut Proposal) and ITL-202 10'A_ 'SI-Findow P�_C EXteljor EjH=jt fr their -Tan 3040 & light shade (non -white) White fUw X sioni �)r X - `1� 02,"04.2 1 Notice of 19-0305.02 issued to Kurarav Ameiica. Inc. fortheir -Acceptance No "Trosifelt I-Juaclear. Clear� and Color PA-B Gld_SS'hjtf1;1aYers4� expiriag on 07�0&2)4 C_ ,ned PGT PXV7620A Alurninum, Fixed (unit 10 in proposaZ 07 13,20. all sig _%`kdoiYsandDoors'e exp fin and sealed by1dalmis Ortega. P..E_ 1,1. Notice of Acceptance No. 18-0121-1.02 Lssued to Energ-i Fssisci�ratton Sojjlti0n�L USA, IIICI� f "t -111ite A Acceprance� -.s`o. 17-0808.02 issued to Kurarav America. Inc. � lortheir Notice c f -1 111ire) (Aassluter1ay 071`04!`21 tli& series Rigid PVC Extetior Extrusions for AA=midn_%,;; auid Doo rs"_� exp--itig, ou (Clear and on C� ("ALCUIATIONS 'FBC' Notice of'Ac issued t0v F� tmsiceis Linsited f.,T the- -ceprance'No- 18-1 10C 10 liated 0 C L kncltor verification cah, ions and structual analysis. c"Salying with 7 1.1 Notice of AcceptanceNo. 20-0210=K03 ismwd to Ener: Fentei'�f'Ition Sollite"JI'L 11JSA, Inc- P uni Coared�' aitiredet-La > Edition (2010), dated 04,21-1/20. prepared bby mant6chmer. signed mid sealed by their "Bronze & light shade cap coated White R__ YA-f Extevior Extrusions foil- and Doors"- ex on 093(t(24, 0 Anthony Lynn 3�11iller, P-E Windows and Doors-. e-Viringon04,1625. _131 -4- Notice of Acc No 18-1106.11 issued 1.07'Jasil_ Ext nmsi-ons Linul ed for their. -series 2- Glazing complies with kSTME UVO-04. -09-.-12 wd -I& "VE 1000 Tan 202 and lighter shades (_% o"hire) Rigid C ellular PVC Exterior D. QU,,..ALITY ASSI-KkNCE F. ISTATE-NENTS '!Ll Eirrusions foi- �11_jnuffwqz and Doors-- expiring on 1129'_-2 1. Niham-Dade Department of Regulatory and Econornic R&sources (RER1 L Statemew letter of conformance to FBC Edwon fl-020-1 dated 0*211:20� issued =-inufacturer, signed and seaked by -Anthany Lvnn Mfiliei_ P Is F. -TATE11EN TS E. A_lATE_RLkL CE R T EF IC � ATION S SZta-rement letter of no It ial interest and off indeomdewt- is d bv manufacrIUCE dated 1, Statement letter as cosifonnwice to FBC 17� Edition (201-0)- dated 0-1-x1l,211- issued by :3 L N otice of Acceptance No. 105-00 30-5.02 issued to Kuravay Auleli"# . Inc. f or Their 04 11&r20. signed and sealed bY Artthouy Lynti Miller- P-E. Inanuftactuier, ss 7qued and sealed by Anthony Lym Miller RE,, "Troslfoll& Ultraclear. Cle--ar, a ad Colo ti� PVB Glass lawrlaverf '. le XPM9011 107)108,�124 1. Private Labeling Agreement document between PGT� idaaed 03,131,� and ,at itivoNed parties. Pri%we Labeinig Ag�-,--etirnt dated 0310&`2 I b am PGT ridustries. lac. an CGA 4t windovirs all d 100 ss Inc- signed by Dega IN11 Rum -I& RE- '�,'�R Engmietring. on behalf of 0 2� Notice of Acceptance No, 17-0808.02 issued to Kurarav America, Inc. for, their both coinPame-s. Sentij-Glast (C lear and Albiv) Glass Interlayers ewring on OT'041120'� G. OT� Notice of Acceptauce- No, I&H06.10 issued to Vision Extrusiom Limited for their ��Mvvrn -or 1- 'rhis NOA rmises NN OA* 17-04 (1.66 (PVT wCGI) and updates -oYBC _1020 ("T'h F-difion"t- G_ OTBIRS A C oamd (Painted Laminated) AYhite Riz idd PVC Exteiior Einusions expiring 04 1. L This NOA 14? &FenewsNOA0420-0420�0,51 -4 21 00 for N11ndows and Doors", expuning on 09/30�24, 1-fManda-P-E-expiruig 1 The cwrentassoaiatea PLA CGI fik- _"21-0 0:5�01_ expirmg 0411+26. 0 4� Notice of Acceptaace No- 18-1106.11 issued to Vision ExtrusimsLunited for their "14,2 1 W seAes 17E 1060 Tan 201. and Hoter shades (Nou-Allfite) Rigid Cellular PVC ExteriorExtrusions forAlndows and Door expiting on 1221012' 1164 171�auda, P1. lihaq L Chanda. P E� Ishaq L C"handa, FE. Pmduct Control U'11111 &UPerl,-Var Product, Coo" Unit Supes-ruor Product Control Unit SaperTi-4,or N0A Nm 21-02UA.03 '.\OA No- Z! V);J-13 < 0.46 N ' .1-M&W N 4, Empirariou Date., April 14.2016 . *0!6 Expiration Date- April _12 _j ExpirationDate: Aprill-1,2026 Approva I Dn it. Xlarrb ' N., Approvail)xtt- lXtarch 22-5-2 2411 CL A"roTa I Date, March 1S, 20!1 E -6 E 4 SHEET NO. May 27, 2022 PA 1.3 C_ to -Fu (D > C- L) 2 KIAMI- MIAMI-DADECOUNTY 0_ 0- 0 2 PRODLICTCUNTROI, SECTION Cast -Crete USA LLC t-ast-Crete L�SLI,,LLC Cast -Crete USA, LLC I)EPART MENITOF k_EGU1,ATORN` 00 ECONOMIC RESOURCES (RER) I 1805 SW 26 Streek, Rtmn 208 BOARD AND CODE ADMINISTRATION DIVISION I\Mun�, Fiorida 33175-24' 74 CD (78611.�_259() [`(78611315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NariCE Oc A,� CEPTANCE- EVID-1=10E, SUITNUTTED NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED =3 CU �-Cu Cl) V, NOTICE OF ACCEPTANCE L-NLOA)U to 0 Cast -Crete USA, UDC I . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVA1,403-0605.04O 0 j. E VIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 2 - a) C- 6324 Countv Road 579 A. DRAWINGS A. DRAWINGS A, DRAWINGS Seffner, Florida 33584 1. Drawimg No. FD46' fided'Precasi and Prestrer&=J T. IVI Demih". sheet I ofi. Drawin�,, No. F-D, 1 512, titled "Precast and Prestressed Lintel Details ", sheet i qf 1, Drawing No. F-D4612, titled "Precast and Prestressed Lintel Details" sheel I of CU CT5 prepared bv Craig Parrma P.E., dated.Alarch24,2 ;003 and h in,g Alo. L,T4617 lined 0 1, prepared bly Craig Parrino, P, E., dated A-farch 24. 2003 and Drawing No. 1, dated 03Y24i'03 and Drawing Alo. LT461" titled "Casi-Crete 4 6 11 & 12 - U) CU 0 > SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load T,-jblc.N ", sheets 1#1rough 3 q)"3, prepared4 - _0 E 0" This NOA is being issued under the applicable rules and regulations governing the use of construction materials. (7raig Parrino, P.E-. d March 24, 2003, lost reviNion ft] daredl1pril 28, 20(.13 both LT4612, taled"C'asi-Crete 4 ", 6 12 " Lintel = Srjf� Load Tables ", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06111,114, all a) through i qf3, prepared by Craig Parrino, RE, dated March 24, 200-3. last prcpared, signed and sealed by Craig Parrino, A E., on 08119114. 0 ca The documentation submitted has been reviewed and acce dr(m,ingssigned and sealed bv Craig Parrina, P, E. 4- I pted by Mianii-Dade County RER- Product Control I CU revision dated 11arch 1], 2008, all signed andsealed 17,y raig Parrino. P. h-, oil Section to be tied in Miami Dade Country and other areas there allowed by the Authority Having Jurisdiction Q. TESTS < (AIIJ). B. TESTS 1,farch 2Z _012 L Tes,l np,�,,)rt onflemural lesling on 4 6 12 " Precast Concrete Lintels Edleltland 13. TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 1.1tifillet.) 116dels, total conerete linfelslechnens, Pc-ASTHF�529-94, prepared C. CALCULATIONS Section (In Miam i Dade County) as the AHJ fin are -as other than Miami Dade County) reserve the right to have by e1pplied Research rab arwories, Report Na 30484k -damd 04/10/03, signedond I. None, 1. Calculationsfor Casl�Crete Lintels, dated 0IRY1912014, pages 14.201 through 14.236, this product or material tested for quality assurance- purposes. If this product or material fails to perform in the sealed ky Christopher A. 11amon, P.E. r. CALCULATIONS prepared by Craig Parrino. P. E, signed and sealed by Craig Parrino, A E. accepted mar -net-, the manufacturer will incur the expense of such testing and the -A_1U may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. A'one. this acceptance., if it is determined by Miarni-Dade County Product Control Section that this product or material L Calculco6onsfor Caw -Crete Lineels,daied 0.5129/03. 207pages, prepared by Craig D. QUALITY ASSURANCE fails to meet the requirements of the applicable building code. Parrino, P.E., sr� andseated ky Craig Parrin"t, P E D. QUALITY ASSURANCE 1. 4y Miami— Dade County Department qf Regulatory and Economic Resources (RER), By Alfiami-Dade C�)umy Department (#'Pernfilling, Envitronment, and Regide tory At' 's I . fairs. Caiculations for Ca5r-Crete Linlels, daled 0512q E. MATERIAL CERTIFFICATIONS This product is approved as described herein, and has been designed 14) comply with the High Velocity Hurricane Croi 'RIAL CERTIFICATIONS L Parrinco, P. E., signedatut sealed 4v gl'arrino. P.I.. MATE lone of the Florida Building CA)& ri� I, DESCRIPTION: (Cast -Crete ) 411,,6" & 12" Ifigh Strength Precast a rod P rest ressed Conerete I J ntels D. NI-XTERIAL CERTIFICATION- F. OTHER APPROVAL DOCUMENT. Drawing No, FD4611 titled "Precast and Prestressed Lintel Details", sheet I of 17 Qualit),System Al'anualfor AfachineJUadc Precast Lintels revised on �krtr�, I -Crete USA Ina, dated 0811912014, signed and sealed bv Craig 14 OTHER I. Letterfirom, Cast prepared by Craig Parrino, P,E,, dated March 24,21003 and Drawing No. L174612- titled "Cast-Crete4", 6" & 12" 2002, 1. Leflerftcun Cas;_Cretice Corporation, dated Februart, 03, 26)12, signed and sealed Parrino, R E. cert�fyik compliance with the Florida Building Code, 2014 Edition. Casi-Crele ( by, Craig Parrina. P-E-. eertif�,in compliance with the Florida Building, Code, 2010 Lintel Safe Load I ables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last _)uality $y-sfem klanualfbr Prestressed Produc!�y al 2002, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 21_ -10 19, all bearing the Edition. C. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 17-0821.18 Miami -Dade Cour" Product Control Revision starrip with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS A -IOUS APPROVAL # 13-0321.07 EVIDENCE SUBMITTED UNDER PRE, V 1. None. MISSILE IMPACT RATMG: Large and Small Missille Impart Resistant 1, Drawing AV FD4612, tilled 'Trecast and Presiressed Lintel Details", sheet I tif -L A. DRAWINGS - 'C ll) B. TESTS LABELING: Each lintel shall bear a permanent label with the manufacturer's mire or logo and the Mianii-Darle prepared bly Craig rRarrim j, P` E., dated Morch 24� 2010 =5 and Draiving No 1, T4 27 n d I. None. County logo- L None. Craigy Ptorrino, P.E, datedAktrch 24, 2003, Jast revision dote-lik-farch 11, 20()S. B. TEST S RF.NEWAL of th -is NOA shall be considered after a renewal appi ication has 1-,�ccn filed and there has been no JAY'one_ C. CALCULATIONS change in the applicable building code negatively affecting, the performance of this product. & TESTS I. None. LU TERMINATION of this NOA will occur a1. fter the expiration date or ifthere has been a revision or change in the 1, None Ct CAIA UUATIONS materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any L None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to wmply with C. CALCULATIONS 1, 41) Miaini-Dade County Department of Regulator�v and Economic Resources (RER). L Alone. mi any section of this NOA shall be cause for termination and removal of NOA. QUALITY ASSURANCE 1, 4y -Miami-Dade Economic Resources (REPi E. MATERIAL CERTIFICATIONS ADVERTISE The NOA number preccUed by the words Miami-Dadc Coun-', Florida, and followed by D. QUALITY ASSURANCE y Department qf Regulawry anal LY 1. None. the expiration date may be displayed in advertising literature. If any portion ofthe NV A is displayed, then it shall I. By Mianii-Dade Coun�y Rudding Code Comphance 0,17ce. be done in its enfiretv. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall he provided to the user by the, manufacturer or its distributors and I,. MATERIAL CERTIFICATIONS 1, Compliance Letter with the Florida Building Code, 2017 Editi on, 1.T.vued by Cast- shal I be available for inspection at the job site at the request of the Building Official. 1, A`One. Crete one., dated 7, signed & sealed v Craig Parrino, P. E. �4 ]"his NOA revises NOA # 19-0130.14, and consists of this page 1, evidence submitted pages E- E-2, F-3,1,14 and 7 1 E,-5 as well as approval document mentioned above. _Jjefinv A. E. IMakar, P.E., M.S. --�>Velmy A. Makan PX_ TvI.S. CAHofmy A. Makar. P.E...M.S. The submitted documentation was reviewed by Makdar, P.E-, M.S. Produrt Control Section Supervisor Pro4uet Control Section Supervi Product Control Section Supervisor No. ,_063 isor NOA Na. 20-0630.15 NOA No- 20-0610- 1 NOA 0- 15 NOA shc 20-0630-15 7117 /k, Expiration Date: 09/11/2023 Expiration Date: 09/11/2102 Expiration Date: 09111,12023 Expiration Date: OWI 11'2023 Approval Date: 08/2012020 Approval Date: O&P-Ot-7020 Approval Date- 03/2912020 Approval DatcMoi-2020 Paget E - I Cast -Crete USA. LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI-11-TED NOTIS"E OF ACCEPTANCE: EVIDENCE SUBIMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOI �S tkPPROVAL 4 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS I. Afone. I. None. 8. TESTS TESTS N'one- 1, None, C. C'.4-1 CULATIONS C. CALCULATIONS Aione. None- D. QUALITY ASSURANCE D� QUALITYASSURANCE L ky Mami-Dade County D4epartiuetu al'ReguleitcorV andEcanomic Resources (RER). ql'Regolaury andEconomic Resources (la-,W). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS OCT 2 8 2022 ( L' - 0 Lur I. Alone. I. None, F. OTHER F. OTHER V if L Compliance Letter with the Florida Building Code, 201 7/Edition. issued by Cast- Compliance Letterupith the Florida Building Code, 0'7 Edition, issued by Cast - Virtual Review Assist, Inc. Crete USA, Inc.. dated 08108117, signed& sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. view completed Plans Review completed and approve 2. Compliance Leiter with the P'lorida Building de. for compliance with the 2020 FBC 7th Edition B. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 , (,,a 1 -1020 Edition, issued ky CaS!- (D A. DRAWINGS Crete USA, Inc., dated 06q 1/20, signed & sealed ky Craig Parrino, R E. by Debra Anne Klahr PX2300 Cz C_ 17 Draiving!'No, PD4612, thried "Precast and Prestressed Lintel Details ", sheet I (V" > U) 1, prepared b.1, Craig, Parrino, A E., dated March 24, 2003 and L)roxiving No. IL T4612, tilled "Casi-Crete 4 ", 6 "& 12 " LintelSafe Load Tables ", sheets 1 O co through 3 qf'3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June lZ 2014, all signed and sealed by Craig ParrinO, P. E., oil 0 January 2Z 2019. B. TESTS I Afone. < C. CALCULATIONS 1 . Al'one, D. QUALITY ASSU'R.,kNCE 0 a1. fty Aliami-Dettle County Deparforient qf Regulatoty and )�,'conomic Rescwrctn (RE,�)1. . E. MATERIAL CERTIFICATIONS =3 L None. U) F. OTHER I. Article of Conversionfor a name change. (,'A4elmy A. Makar, III.E., M.S. It e I n i y A. NI a k a r, P. E., ntS. O Product Control Section Supc ry isor Product Control Section Supervisor NOA No. 20'-0630.15 NOA r�o, 20-0630A5 z Expiration Date: I09/11/2023 Expiration Date: 0911 U-202-3 < Approval Date: 08120/2020 Approval Date: 08/21012020 E-4 E-5 SHEET NO. May 27, 2022 PA 1.4 __ — zT__A______F(__""_ . ......... . . . _S, ,'I, / I I LIKE00 iNcN __ - 'OLLIT TESIMLO a 154401INFelinifil COMPAW � 1111 � " r - — , '"''' '___-_ 11 - . ' , �Il,, I, ��, I,�, - - i1i , - �: I, ill � � - - , ,"I'll 11 , =1 - I�� 1�-1-It'—', PRODVICTIVALUATION. REPORT REPORT NO.: ZO-0728.01 i 'hi,026" 2020 PROOMT CATEGOttvt ,—Vverre PRODUCT SUWCATEGORY., Rel pareft PRODUCT NAME: 201 GAGEGALVANIZED IlITLIK STORM PAN _ EL MANUFACTURER; 010bal-Prolaction Poolduett"A 4F_'Q I&W. $1 St"! , Davime, Flor aa�i3,� 4 10 N__AFQ3E,QF"XUATIl 1111i't Is 0 Product Eirthralki Rapiphisetich toy Walter&TV1111. Jf., PX� tsysterrin 10 # 1900 10 the Global Protection Pro . ducts, L LC Rule Chapter No. 6IG20-3, Method I D of the Florida Department of Busln*ss and Profe"Forlad Regulation 1" hit prodiii is losing is*Wd ao Evalluai I�iiopod as doiscirlheroe teir,cilIrr, ol Kne boater; loorilfited forcorophance Irs accordam,ewrth trie 2OZO Scirl E,till of trie FICFI Bluildltlp Cootie, all to ViRrify that li ptod,xt is for dw purti intanded at 116i equivalent to that roculrod by the Coda The; ft,roditoct Evaluldi Rel shad u subliart to renrlelorl, sell i"wrisliolirr in coo I 4 SUldft CrXk chortler that rinay stied its Onlisnikil and candilflons 2,JEMMENCE-SLIERMUTED: 2A, M_PVCT_kV_A_LUAT1ON DOCUMENT IP,E,Doj� Drawinglifo. 20-176, tWed `20 GA" GALitldlili STECL r Ft NE , >TO ,M PA ,L .... ... I srierthe 1 thru 2ii LUT, prepared teor Tlsfttilcu,�. 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E: and �kreyHet%m,pl_� - -a U-Veifle tP.,l,1j r IIH--o No. qChil ll Or l%-.Ate4virll:iG! el� 'Al daled Marnh I 3 2W4x, - �'grod a" nliti� vv Frank Gode, Rfi: - 1 STRUCTUPAL Fill EERjhj(j�CALCuj_�*N3- L, Gage GEEoaolized Stol Storin Pil for lirrin Hilil parW loricilh il des1c,H NE - �� ;Qsd, _�_- WEE! as inskmal anctlf;l vz�'"_Jrll� �,I::�� 4EM'i, EE H " qn, "A"linti ow low painlu - , ltsrltglhba7v��:- an ilavorial and rA)rrqisr,k!`L.EEE qo',tAill!'111ti, ��rw:,Ili:l�!,i��ic!ir,��rdkinr,��4vi�;-.. traction 16,116 ol if*- Florods BUIciling Codo Cal�,�Iailcil lHilitparad, by'nitl Inc � - - �_ - davHd 1VOIXES Mind 0XI.-T.R. slontilld a-- 9�qkw i H; E7ET A, TiIfit ill - E. 3-. MIS S& UM PACT REWSTANC E; . ,�� 'ityp, I j� L e �,,�L - 're,,ge rr�svkl renpad tinne� selm 11 ,2 Iftl�!! Flotolita Eir,011illirig C,va4,,h% P-W 1�46 201 PNI�0�%J L MND i OADS Rl�-$ISTAIII . , - - E, 20 G'age Ga VanizerL1 Sol M Sto firn panoi has boor. 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L I NW - 1 1, . - _P R 0 Qm, C, Al I I- �"VWI, 1. I I r . � ___ t% I REPORT NO, - 201_0727�02 DATE: July 27,2020 PRODUCT GATEGli shuttem PRODUCT aUBCEsTFG0PY� Sittorrn Pani PRODUCT NAME; 24 GAGE GALVAN STEEL STORM PANEL W.ANUFACTU- RER: Global PrIftlectlon Products, LLC 480(� SMIL 5! Street Davis. Poonda 3u 1 4 1 - -PURPOWOF. EVALVii ,_�_-_ is a ItravaloclEvisivatliol Re7xolt isleved by'vItiefterAll- Titi Jr., P.E, ($yrsterilt oo=% _V he 619bal Prottection Products, LLC 'quit Chapter No. I 906) to t4 - GlG20-3, Method 10 of the Florida Departmearit of Rusiloess and Poxfossionat Ragulal on I- 0 -crmA a tll� T,rtls MA 0XI is heirer �ssuorrd an Evietuali Q � is dvo=wied hereo, and ,ties bee n ve riff Led E __- * e-niin P Il 0 rIcto t n amci rdanre & ith th r,, K0 Sovortl h E of the - ; � - � HE �W_nia* Buirr, na Cal am-4 M verify thea oroxilact _s ferthe Qw-pose; eltandod X! _�_Hi ,qt A , _; - -,c Niviell 1c, thal requeed by t? - Oppe Itis - 7 �rjr 'PriQld'"'I E'esi-ocUl"ll Iiieliv, *rialli be 5ubli= liD re,iiew �J,d revll4on In hese 01 a=�IcrinqyIzqla �--�,10itka�mava'�:l��::11,(�:t�l.-�-..LAI!IEH�sa;Wcoo,�litions REE� � - - - _ 2� EvfjD_ENCEijjWMjMQ; _ � Zil, PROPLIC! 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W�,_ -_ ____� - E� � ____ - -1- I It - - - 1 - 1 I 11 �, 111O - �E,11� ,, I T t' -eE - ' L" - -"V ,- - , - , _ - - -- -- L - ----.---- ....- , __- r I " -- j______!noo_%.c&"�i�t - I Ir _'",Z��_ . ... rj - _- - 111111,, _ - � � _______.__________-- __ _____ I Ill LPDXT_*4Q, "17.01 WE TEST REPORTS., Lhortyl ri-Re impaiii�_l Hoot teste,oseria Performed unt1cr 15STV I 2it-09 skandertd ale Pot Spoliim 16019, 12 of the Florida Building Col Uniforni stalk licards as pool Seclitin i7M.&_%� per ASTM E-330. -I "at roporle, pillso-arW by American Testi - alt Lab of South Florida, RWrt # out-, _ul� -oi dated 031 1,102 witnessed byWdlil R, flilletiver- P�E_ Boriz Ilotlarroz. ll and Henry Hal,farn, F,E, ale Report No. 0210 01-100, all Februpirly NS, 201W sioned all sealed bito Edirmurodo Largoespal PX� and Hiewly,tiarrom, P i Lat9a missile implact and cyclic loadirl pot Prot000ls TAS 201 & 203 as W soctli 1 15501_9� 1.2 of little Floods Buddirill Cndi Tost Rapart mparv- �y Anw,con -1 0-Mievi Lab o'South Floodi PeRCM No- 11 2101- 10, dMi WNI-rnnfi:7 ,13, 2010, signed and soar" by Anto E. , Grormlez, F E, Tellisile tea! repon No lal i ii Metalturtil Inc, detect March 13,2009. s.grod arel sealed by Ftank Grate- P,E, as till ASTIM E-8 and Tensile Tah'. at, per OC VIMMUl Report NOE lih� .1318. d.W Decorribi 1, 2010 vVirred Androsorl by,kroirtip Jacoufano, li as peir ASTM E-lk 2.1 $7RV_Cr"L- EMNEEFUNG-CALE.ULATKM� On 24 Gal Galvareeed St&W Storm, Pand for nw-Irrini panel rength vs. devii Wald Iotel as vyegas maximum anehorr Wacing tol design wirril foad and panel lonrith telostiodl on rational and tiomphraliviii arrallyslis" brid � nalcoardanco with ' Soction `111104 of the Fliorrill Siallidiling C4do, Q*h;v1*Nori,* ll�trrrpirreorj b�y Tiftep . Im., dated 1211W10 and M27ft3 (for Ill morlsi Vipted am soared by Walter A. 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INANNI'll;P11006i � � - I I I ,. 011, to,", ,,:,Njj!j, ,ii , NdNWI,NjjN IN,INNI(S& . i � 1; 1 �,.,l1111 NNIN,l)"Cit, I I , `40151i"4V'", V4A Nin tWNn'lN1# iffinN L - I - 'A, , ll.P` X04�*INVIINa _� , t , :� I I I � 4n,_- - ff-Ro I*A0 IFIVIIANNINK INU, IN r" I I WM_ Mkill' Ip CA 171-WININ *tii ELIO' $I 2ID-3-1543 - _. . m ii cNl - ovi lx*sm 1 4 a il ��-Aftl .41 Ni i - — A - - i * mft-o 41�_ __1,IIAAi__:ii a nI LIMINCRIAN WIN V - �_ 1, rs Pl �N,-Z V" 4,'z lNl,� 71I` t's n �� ti NI; M kj'�,.TM `_ - 11 ram. $ q N i! i !s -I IN � � � � - I I: j I I A* A% k/ 0) , i SIN....... C) 01111111� ENN'•j,Vt ff 111 NN.LW (D .= 9 - 10171,ill��illIililiNni��mkw- quilin = - - I 01 "Vgm� _ 13 .L. j6o 0 ic: Q_ +l � in — P - CIIN I �� I C Q'l) Liiiiiiiiiii.- , r � J m L. mmmmWP L 1_1j � < = 2-7 < a_ ' SHEET NO, —Im ff 11 k SN 11 - Sli 'POt 0 UP WFATIIFIR A "I (D i AARRIFR TIEMPORAPILYSECURE QU I E a m E NTS �ES,ISFIVEBARRIER& 'NEA t Hf711HLZ�1WIft WINDOW UNIT 1% . FLAZ5HING RUT` M WEA [HER SLOPE 0�3 In .12.0 in R71031. -IT General. Exterior walls shali provide the bult din with a weather -resistant exterior, wall envelope. The exterior wall envelope shall BAMER I 11�1 W00 I) F R)kMF GO NS T R, > 0 (0.6 Am Xjfl --M) include flashing as described in Section R701-4. TAPr EXTERIOR SELF -ADHERED RF W) ON CONSTR LASHING 70 ADHESIVE -;� BE APPL ED UNDER E SHEATHING RY LAPPING DOWN SELF -ADHERED F LASHING 0 0 -,Rr S1 101 D ICY7 D(X)R 10& OVFR RIMJ04��T ANF) YVALL, R'Y 6 Rnl- R L" 1 W?N UIT lkmu 6". �JSL UQUH) R7103A -1 Water resistance. The exterior wall envelope snallbe designed and constructed ina manner that prevents the accumulation ol"water ISO EXTERIOR RAIL WHANU UR L-QUN Wt:A"iER 17*1 -CEMT- FIN. and a tneans of A r CAULKING within the wall a sembly by providing a water-resistant barrier behind the exterior cladding a- required by Section R703. t= WEATHER BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C= C) ja RESI NTO/E 517AI TCYPS 0A .101STS > WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 a&Aalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 0 UNDATI 06CK- M �Z$ .3 approvea waiter-re-sistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt $hall De applied horizontally, (sm DFTAIt WP07) .4 U. w 1 2 inches. Where joints, occur,, fell shall be lapped not less than 6 triches, �Othel: Z� r SELF -ADHERED FLASHING ith the upper layer lapped over the lower layer hot less than 40' ta_ h the water-resistiva barrift- manufacturer's installation instructions. The No. 15 asphalt Co co --d in accordance wiA approv materials shall be installe 0 0 > HEAVI FLASHING TIE-IN INSTRUXTIONS 0 continuous to the top of walls and terminated at penetrations and building 111M Jot RST felt or other approved water -resistive barrier material shall bt: 1. CAft__ told up & "-poradly secure weathcr 0) a) resi-stive bamer above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as, described in Section R703, f :E THESEDETAILS ARE GENERIC AND CL flathing instailabon ITT- Cf) rn %J0 3 Water4esistive harriers Wate-r-res.Stive ba �*.m, shall be instalte--' as requIred in Section R70.2 and. -where acelied over wood -based AND WATERPROOFING METHODS TO weaftr resistwe baiTier sheathm--ig, shall inc-lude a water-rt-sistive vapor -permeable harfier wilb a performance at le8gt OqUiValent to twro layers of Grade D paper- The 3. FATI_ weather nestsitive Darner DacK ovei rieaO A111- UL h4CAt47T0 SHOW GIZINCrIAL 1 2, 5eff-a0hereO flashing plus'nead ftshing un0er R703.7 �BE USED. b2, 2 Individual layers shell be installed independently, such that each layer provides a separate continuous pilane and any flashing (instalted in hing and sea! with tape . . . ..... accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers Scale- NTS SELF -ADHERED FLASHING SELF -ADHERED FLASI-IING SEi_F-ADHERED FLASHING FLANGED WINDOW WPM EXTERIOR DOOR WI'TH DECK - SEC 3TIE IN A, WIF02 CE�AT� Fltl:!S��J SIL1.1 POTSHELF / CHIMNEY SHOULDER WP03 Exception, Where the water -resistive barrier that is applied over wood -based sheathing, has awater resistance FLASHING 11AIS ON AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, ti-alky n MECHMICALLY FASTEN IF RUBBERIZED ASPHALT substan onwater-absorb ng layer or designed drainage space- A0HFSIVF NEEDED -IN CORNERS E C -WiCATHWO X11 AICIR AS,PIHALT THROUOH SELF-ADHEREL), SIVE ADHESIVE TO BE A1*10U) UNDER R7103.4 Flashing. Approved metal flashing, vinyl flashing. self -adhered membranes and mechanically attached flexible fla-0hing shall bie applied T1 IR(-%IOL D OF DOORAND klf I I IRA FLASHNG r-SET ADHERED FLASHING PLASTtiR FULIRIINU� SU IS shingle-4ashion of- In accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant, Fluid -applied membranes N� Dww lAjlwlf D_ UI1JAMiSW.LRSI:LIQLJIDNAjLt$W OR rMJK-.1ff-.AT:HFR F-Kior (,Avi,mNyn,, IS OCTAK'NP01" used as. flashing shall be applied in accordance with the manufacturer's Instructions. All flashing shall be applied in a manner to prevent the 12 MIL DRI CMU - MAS-Mm' M OCK ISC 7 D entry of water into the wall cavity or penetration of water to the building 'structural taming components, RELEASE PAPE WINDOW Ex f Wulki Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestrationt products shall be sealed at the Juncture with FASTIFWR the building wall with a sealant complying with AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1) SEALANT AT F-A01JCF4ED Ft"NNG -A0HFRE_ RA��HlNt(i, 11 - 4 : 11, RELEAtXPAFIrR TO (INOSC "TrINO 10� rlArCt& 4 �-WALAN17,K"ANT N, AD 10PVC A,. S"r-ON11 VANMW SIJCKTO contraM%an, ASTMC1 2,51, AAMA 812, Or otheir ap, roved standard as appropriate for the type of seelant. Fluid -applied membranes useci as VfIRVIOAA �,Y P OUT-W-0- X3E OF 1� kh 'k flashing inexterior walls shall comply with AAMA 714. The flashing shall extendto the surface of the exterior wall finish. 110T TOM 0f: Approved flashings ION SUCIK WIND 2) SEALANT JOINT shall be installed at the following locations, S)SEAiANTFROM INSIDE EDGE OF A- I Vq*4cKW_ :SECTION.A(SEE O[FAIL -rH02.)-,, ACROSS WINDM LIUCK E ANDEX�END 0 1.1,1 xterior window and door openinigs. Fashing at extenorvandow and door openings sball extend to the surface o�f the exterior wall UNDOW P RMIE A I TA(ILIED I finish or to the water -resistive barner complying with Sectio(i 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE shall comply with AAMA 712. Flashing at exterior window and dm openings shall be installed in accordance with one or more of the 8) 1 MLEA) SUALANI 2 REM I? RRWAINct following. SFI. F-AlItIFRI'D F1 ASHIN6 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration V FRvMF 3) SEALANT wn00W FRAME MEM F I AI=P manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where fla-hing instructions or details are WAY AI VRND(M Sl U(A All I HE ATIOV-410, INCLUDW SILL. not provided, pan flash ng shall be installed at the sill of exterior window and door openings, Pan flashing shall be seeied or 2) 811 AL INJ$ (IFA)IST -9 (6 sloped in such a manne'r asto direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT OVrR ��OLR L&L�K`11`41(; SOTTO NAILING drainage. Openings using pan flashing shall incorporate flashing or protection at the hea andsideS. (SEE OETAIIL VVPCD� 2 7� FIANGE '12 1.2 In accordance with the flashing design or method of a registered design professional. 13 '1 3 In accordance with atherappirrived mathods SCS 0605 CMU 'INSTALLATION 6 POINTBUCIOK AND SELF -ADHLRLU:,F LASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP Oft 1.4 In accordance with FMAiAAMA 100, FMAI AAfAA 200, FMA/WDMA 250, FMAtAAMA/ WDMA 300 or FfvWAAMANVDMA 400. FENESTRATION INSTALL-ATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CCORNER, Ob Z.At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco, copings. OCT 3. 3-Ur-#der and at the ends of' masonry,, wood or metal copings and 28 4 4.Continuously above all pr cling wood trim, A o ATH'Wx . . . . . . ..... .50here exterior porches, decks torstairs, attach to a wall or floor assembly of wood-frarrke, constructi n =711 6- 6.At wali and To& intersections. Virtual Revie Ass, . st, Inc. 7- 7-At built-4n gutters. Plans Review comp ted and appro or cOMPliance with th 2020 FOC 7th Edition JAIAS, 6 LLAND HEAD DETAIL Lath bY Debra Anne S_E[ F-ADFIFFIF11 FI. Iahr PX2300 APOROV170 SHFATI IlNn - A53 1 iNG APPROVED HOITSE4 k~ - ____ THESE DETAILS ARE: GENERIC AND MEANT TO SHOW GENERAL ATCH STALICTALATH TWIN TRACK 2,5 FLASHING AND V4ATERPROOFING METHODS TO BE USED. 3WCEMENTPLAVER f I PMIL own) DAVLOK FXTArMr T APPROVED FLASHNIG TAPE IrSEAU'AN'T SOCKET WITH r11 JUST 7/8"Cerrient Plaster TOOLED APPROVEDSEALANT- /.�%NOOD BEAM Fouadub in oi�cordarlce with 718" Cement Plaster ori Wall A A i3HERED FLASHING AL; - T. in accordance with JOIST U SELOW SELF AS MC926 /I SELF -ADHERED A FLASHING ASTMC926 - ------- Fell barked - metal (2) lathe in accordance Felt backed meta! 3- MIN withASTMC1%-3 lathe in accordance SELF�AIDHFRED SELF -ADHERED X FLASHING with ASTMC100 FLASHING 9 Building Paper 5 -- ----------- "O.S Building Paper ... ... . stleathing ISCS 06 02 WINDOW FIN INTERFACE WITH SELF-ADHEREED FLASHING SELF -ADHERED FLASHING 9 FOUNDATION WEEP SCREED shevathing EXTRUDED SHOULDER DECK JOIST WP07 OUI SIDE CORNER Wrr"%08, wru 41 :0 WON~ Flashing < Weea Screed . ..... lnetalle<i As Per 11 _Z nnflf�,lct, Spous. 2x FRAMEWALL �M AZ) SELF -A D"11 H E R E D FLIA"H I Nk".31 f LEGEND Maintain Stampede or similar FLASHING DITIV 0- SEI Fr ADHERED Bonon of k bottom PRODUCTS DETAILS TILE 9FINISH �� I call J DRAINAI PLANL 10YREI 15)RAWACIT P1 ANF 1 N a) _DP) WFATI i-,R RFSiSTAW -eed WeepSo joitntonly 1 112" to 2,'!' BW M�_r rUARIWISr)!AT14I ':R Abc-me Roof Weep Saeed HIOND MOAK WFATHFIR RF&STAN'T RARRH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO D BREAK VVRB 1re E)UROCK > installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) AT FR At'c-ESSORY < r SFLA TH' SHEATHING, �OW PLYWO00. DENSQLAgs�5 1�__ 14" PER ICU PLA� __ il I IN N, 11-01, PER PLAN % 1/2"Cementitious C: Detail Instructions WRAR0 WRAONTC r�� 0) Refer to the number marked as in each detail that corresponds to the VER71 At 0 Cement Plaster X Decorative Finish numbered items In the list of instructions below, LANUE Ali AN AN in accoirciance with ASTMC926 o--K- wood 2nd All inside and I. Install self -adhered Oashing in order as shown by numbers SLOPE 8' CMU outside oornef will floor 2. Install flashing and weather resistive barrier to form water shedding need to be rniter lap,% cut andcaulked all ,4" OR 8�' (PER SEAT DEPTH) Ile, butt joints need to 3. Sielf-adheredflashing can be substituted for building paper Z __�--STAUMRAL FRAMING < becaulked using _J 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT n_ Stampede o�f siriT, embedded in the adhesive layer) - for ease of installation and to NJU 0 W LIJ IPLAStE S TOIF, �8 A, RESHL I (IF S1 RIP OF SAF caulk lor all minimize scorino cuts -A' NAiV-RAd_ SHRINKAUL. 5. Remove all release paper per standard instructions and _T_ DRASTAGF N ANU WWI CL (X N1 IN &AC adhere to substrate using a square piece of flashing material ILI 6" x 6" U I & KFALANM DRIP SCREED PLMT10 ;9,6 - -, RONrl FIRF A�K WRR Lu 4 .4 ;F KTH C/) < Minimum) SLOPED 'MUD SED r 6, Fold as shown by arrows W 7. Angle of corriter may vary, adjust folding of the Ila $hing accordingly to X _4- 3: 4 0 VINYL $WVVER PAN fit tight to corner R. Mechanically faStern as necessary U) Note: :4. ilding paper and metal lath must be I UJI The bu Cement installed over the top Of the weep screed - Plaster A I 1�� _" L - 'Y' 1 -1 _f,� < Z CON vk!CHJ-S 8, ROO over block, I st floor 4,111EMEN-fl-W)US HNiSH ... ....... SKEET NO. SHOWER SEAT WEEP SCREED DETAIL SCALE: NOT TO SCALE W 10 WP1 1 SCI�_IT CANT -LEVER WP10